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Home My WebLink About39-02 Millwood Station Fire & Rescue - Shawnee - Backfile (2)SITE PLAN CHECKUST The checklist below indicates all the information that needs to be submitted as part of the site plan application_ All required information must be submitted priorto the final approvai of any site plan. The Department of Planning and Developriment will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s)- Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site Iplan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. 2. 3. 4. 5. r inia Department of Transportation (VDOT) I rg p 2 Frederick Courtly Sanitation Authority Department of Planning and Developmen4l 3 Inspections Department I.IwaIba Frederick County Engineer (Pubrrc works)I� N✓� V Frederick County Fire Marshal De ent Parks and eQ n One copy of the Site Plan application Five Copies of the Final Site Plan for approval County Health Department City of Iffiincheser Town of Stephens City -Zown of Middletown A.irportAuthority 3II 6 Oj One reproducible copy of the Site Plan (if required) A 35mm slide of the Site Plan (if required) Soil & water Conserration District Request for Street Name SITE PLAN TRACKING SHEET Date: C File opened Reference Manual updated/number assigned y D-base updated q- �O, o z File given to Renee' to update Application Action Summary CLOSE OUT FILE: Approval (or denial) letter mailed to appiiccnt/copy made for file File stamped approved;'denied" or'withdraNn" Reference Manual updated D-base updated �� File given to Renee' for final update to Application Action Summary rONA, U \Carol\Cu mmn Silc 11an Tn kmgwpd Revised 031W01 rtie LvQ�Ve � TRIAD ENGINEERING, INC. Geotechnical, Civil, Environmental, Survey, Construction Land Planning & Landscape Architecture Consultants 971 Acorn Drive, Harrisonburg, Virginia 22802 PH: (540) 434-4135 FAX: (540) 434-5841 www.triadengineering.net 1 ENGINEERING 1 ENGINEERING CALCULATIONS 1 Millwood Station 1 Fire & Rescue — Company 21 Frederick County, Virginia Project No.: CD-061 1 13 September 2002 1 ' HYDROLOGY • STORM SEWER ' EROSION &SEDIMENT CONTROL NARRATIVE • EROSION &SEDIMENT CONTROL CALCULATIONS 11 11 1 Dennie D. Dunlap III, P.E. Senior Project Engineer L CAS i L)' L APID FL Nrd',%6 a%do L C,Q; 'S'L T4,V%S 1 1 � ' ENGINEERING HYDROLOGY CALCULATIONS ' Millwood Station Fire & Rescue — Company 21 Frederick County, Virginia ' Project No,: CD-061 13 September 2002 1 ' Bryan D. Mcl/wee, E.I. T., Staff Engineer 7 JDS YE :i RJ /+Ec rCIRE CONSULT-lA'%S STORM -WATER MANAGEMENT NARRATIVE This narrative describes the erosion and sediment control measures to be constructed at the proposed site located on Costello Drive in Frederick County, Virginia. ' Project Description The project consists of construction of building, parking, storm and sanitary ' sewers, water lines and other associated items associated with the proposed business. The property is currently 4.16 acres, but land consisting of 1.23 acres will be leased from the Winchester Airport Authority to provide the site with 5.39 acres, with approximately ' 3.88 acres to potentially be disturbed. Existinq Site Conditions ' Vegetative Cover — The site consists primarily of range grasses, some dense vegetation and some hardwoods. Please refer to Sheet C-3 of the construction Plans for the ' Existing Site Conditions. Topography — The topography ranges from rather gentle in the central portion of the site to moderate on the northern and southern sides of the site. Slopes range from 1 % to ' 12%. Drainage Patterns — The site contains a natural drainage divide that runs from Northwest ' to Southeast in its central portion. From this divide the topography slopes to the Northeast and Southwest. The stormwater from the Northeast portion of the site drains into existing stormwater pipes and swales located along Costello Drive, while runoff from ' the Southwest portion naturally drains onto the Winchester Airport Authority property. Adiacent Properties The site is bound by Costello Drive on the north, on the east and west by ' undeveloped commercial land, and on the south by the Winchester Regional Airport. ' Pre -Development Condition Summary The pre -development drainage divide for this project is broken down into two distinct areas; the 2.05-acre on -site divide located in the southern portion of the site (DD #1) and the 3.91-acre drainage area on the north side of the site (DD #2). The storm - water from the southern portion of the site runs off the site at the back portion of the property. All storm -water from the northern portion of the site enters and contributes to the existing storm -water swale running parallel to Costello Drive. ' The pre -development peak runoff was determined for the 10, 25, and 100-year storms using the Rational Method. Information from the peak runoff calculations is utilized as the basis for the allowable discharge from the storm -water management ' basin. Printouts for the pre -development runoff calculations are located in the Pre - Development Drainage Divide section. A summary of the pre -development peak runoff ' follows: L CI' u L I I Draina e Area Q,o cfs Q25 cfs 0100 cfs # 1 2.38 2.69 3.49 #2 4.83 5.47 7.10 Post -Developed Condition Summary Two (2) on -site detention ponds will be utilized for on -site storm -water management. Refer to the construction drawings for exact dimensions and orientation. Storm -water is conveyed to the detention basins via a series of storm sewer pipes. Curb and yard inlets are strategically placed to capture runoff from the parking, building, and open space areas. The post -development peak runoff to the basin was determined for the 10, 25, and 100-year storms in the same method as the pre -development runoff. Computer printouts for the post -development runoff calculations are located in the Post - Development Condition section. A summary of the post -development peak runoff follows in the storm -water routing section. Storm -water Routing The storm -water routing was performed using the Hydraflow Hydrographs program. The basins were designed to ensure the post -developed discharge is less than the pre -developed runoff rate. Additionally, the basins and outlet structures are sized to adequately convey the runoff from the 100-year storm. Computer printouts for the routings are located in the Post -Development Condition section. From the printouts the following peak storm -water discharges from the detentions ponds are below the allowable discharge: 10-Year peak from site: 7.01 cfs < 7.21 cfs OK 25-Year peak from site: 7.95 cfs < 8.16 cfs OK / / / / / / -- -- --'r��--- / / / / / / ' D.D. #6 Area = 0.1843 Ac 'C' = 0.83 ! \ / Tc = 5 Min. 0 1'0 = 0.94 cfs 0 tl•,•`. f 1 Area ' 0.5 6 2 2-z4c . Xk --Tc --i-`2 M I n . — / %' % i, ea 0`.�6a-6Ac. -- - — - ----- %' — i 1 0' = 1 .8 3 fsxz '�� `-'imp r,�•ti...�:.�-..-...,._. -�.? --�� :- _-c..�c--..tea---�a-a.�as- �_�c+c-_s..i-_ /� '// 11 ia^ f �C ---f r'j Min t rc^" I, . ! t (�\ //e �tI V,"� 12.44t cfs !,Area 0 993\Ac. 0�1 ' \\ \'.� �\ % � � � // l' '�'•" t;—_�-� `\ !j l/ � f �' 1 i �---- (1t�I `Q,. 11,1 •�1 ��' �1 �i. ;: �',I 11 '_ 1't1 \ \\ E:c `,0 Min. _ �, � 1 � �. _A i 1 0 r- 6,c f s { /� —� - i i I I �?, \ I �' r I � �' � i ��--y—�- r ;" � _ _--�_� ��,1—ice - _` _— i' \ ;' a ,I // jI: % i- . i � _ - i ,• f� , � i-='fj . � \ a - ' IL�i � //% � � •y I � � ' I I 1 1 Y \( T , f i /1 i ( f, D. i I / All �I 0.67 t•' 1 0 Mi t' ; I �yFI ++ / / i I( I i t - %`\ —'—I ;j \ I t i� !; \. i •f • ! i I C; = . !.1 I' D.D.Il QVt - I 0.9 ifs D.D. #9 \ I; ,/ \` ! \\_�-7- ,,.\ ��-.�_�\��04 Area - 0.3768 Ac. ViD.D,' 1L_j7c_ • \`AS' 'Mi wK1 `C' 0.90 Area 0.6B55 \Ac. ,i, .8, , �c�fSTc 5 Min. 7 I/ cfs .—Min I 010 _67-cfs -� r _ ' 1 �.. II• ! It / III �• -D-D�-"# 8 i -'' `\ I \ • � 1 i I � ; i I ', � 1.:: p. ��.� i I Area;,-'1'-2928' Ac. -5-88 cfs ;ar D2.� - 1 / -- i--i _ 'J: �:p i i I ar.. ' �I I I' .7 It ---��'' - Area-fl-238 2 / T777, c - S Min 1 ; i \ �/ ��_ \ �•. i -----Q�_Q� 1 .14 cfsfi \ � •V •� I � I f � I I l' O cm=��.1 - >� � � f /I ' � f "� � I � � � Y�"a� � \� ..( �\ �f'�� t I 1 i i I i / / I rl ' Area = 0.0616 Ac. D.D. #3 Area = 0.074 Ac. 'C' = 0.25 ti > it Tc = 1 Min. 'C' = 0.82 :. 010 = 0.12 cfs Tc = 5 Min. 010 = 0.37 cfs CRIAD ENGINEERING PRE -DEVELOPMENT CONDITION Storm -water Modeling Millwood Station Fire & Rescue — Company 21 Frederick County, Virginia Project No.; CD-061 13 September 2002 Bryan D. McIlwee, E.I. T.. Staff Engineer L1i:V7SCu %'r %%cCi(.!?F_ t.OASULT.,A'% PRE -DEVELOPED CONDITION The pre -development drainage divide for this project is broken down into two distinct areas; the 2.05-acre on -site divide located in the Northeastern portion of the site and the 3.92-acre drainage area on the Southwestern side of the site. Ultimately, all storm -water from the Northeastern portion of the site contributes to the existing storm sewer system running parallel to Costello Drive, while the runoff from the Southwestern portion of the site naturally drains off the back of the property. Pre -Developed Divide (DD #1 ) Drainage Area: Drainage Area = 2.05 acres Time of Concentration (see attached): Tc = 17 min. Weiahted `C' Rational Coefficient: The existing surface condition is comprised of range/meadow grass with some small impervious areas consisting of driveways and rooftops. These calculations will assume a runoff coefficient ('C') value of 0.35 for the range/meadow grass, 0.25 for woodland areas, and 0.90 for all impervious areas. Wtd. 'C' = (0.35)(1.25 ac.)+(0.25)(0.80 ac.) / 2.05 acres = 0.31 Pre -Developed Flowrates (see attached): Storm Event Flowrate (cfs) 10-year 2.38 25-year 2.69 100-year 3.49 Pre -Developed Divide (DD #2) Drainage Area: Drainage Area = 3.92 acres Time of Concentration (see attached): Tc = 18 min. Weighted 'C' Rational Coefficient: The existing surface condition is comprised of range/meadow grass and sparse scrub brush. These calculations will assume a runoff coefficient ('C') value of 0.35 for the range/meadow grass and 0.90 for the impervious areas. - Wtd. 'C' = (0.35)(3.42 ac.)+(0.25)(0.50) / 3.92 acres = 0.34 Pre -Developed Flowrates (see attached): Storm Event Flowrate (cfs) 10-year 4.83 25-year 5.47 100-year 7.10 TRIAD ENGINEERING RUNOFF COEFFICIENT TABULATION CHART (PRE-DEV. CONDITION Millwood Fire Station CD-061 D.D.# Area Roads Lawns Rooftops Driveways S/W Woods Grass Weighted 'C' (ac.) C=0.90 C=0.25 C=0.90 C=0.90 C=0.90 C=0.25 C=0.35 1 2.0510 0.00 0.00 0.00 0.00 0.00 0.80 1.25 0.31 2 3.9180 0.00 0.00 0.00 0.00 0.00 0.50 3.42 0.34 9/13/2002 I Hydrograph Summary Report I 1, � I Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time Interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 2.38 1 17 2,428 10 ---- ------ ------ Pre -Development DID 2 Rational 4.83 1 18 5,219 10 ---- ------ ------ Pre -Development DID 3 Rational 2.69 1 17 2,746 25 ---- ------ ------ Pre -Development DID 4 Rational 5.47 1 18 5,910 25 ---- ------ ------ Pre -Development DID 5 Rational 3.49 1 17 3,555 100 ---- ------ ------ Pre -Development DID 6 Rational 7.10 1 18 7,665 100 ---- ------ ------ Pre -Development DID Proj. file: Pre-Development.GP OF file: Frederick Co.-New.ID Run date: 09-13-2002 � I �1 U 11 V IIAD ENGINEERING POST -DEVELOPMENT CONDITION Storm -water Modeling Millwood Station Fire & Rescue — Company 21 Frederick County, Virginia Project No.; CD-061 13 September 2002 C�:�:c. Gcvr�c�wJca!, Bryan D, Mcllwee, E.I. T., Staff Engineer TRIAD ENGINEERING Millwood Fire Station CD-061 RUNOFF COEFFICIENT TABULATION CHART (POST-DEV. CONDITION D.D.# Area (ac.) Lawns C=0.25 Impervious C=0.90 Grass C=0.35 Woods C=0.25 Weighted 'C' 1 0.0616 0.06 0.00 0.00 0.00 0.25 2 0.2382 0.04 0.20 0.00 0.00 0.78 3 0.0739 0.01 0.07 0.00 0.00 0.82 4 0.6855 0.03 0.66 0.00 0.00 0.87 5 0.5622 0.20 0.36 0.00 0.13 0.73 6 0.1843 0.05 0.14 0.00 0.07 0.83 7 0.4993 0.10 0.40 0.00 0.08 0.81 8 1.2928 0.37 0.93 0.00 0.11 0.74 9 (Building) 0.3768 0.00 0.38 0.00 0.00 0.90 10 (Trench Drain) 0.7604 0.09 0.67 0.00 0.00 0.82 11 (Pond) 0.5616 0.20 0.36 0.00 0.09 0.71 12 (Structure 1) 0.3018 0.11 0.19 0.00 0.00 0.67 9/13/2002 TRIAD ENGINEERING Millwood Fire Station CD-061 CRITICAL VOLUME CALCULATIONS Storm Event: 10 Year Structure ID: Site Area 5.3900 Acres "C" Factor 0.78 Qrltr; 6.58 cfs 5.00 min. 3.33 min. I'It 8.90 min. "'Using a storm duration of 5, 10, 15, 20, 25, & 30 minutes 10 Year Intensity: I ,,jT; = 6.75 in/hr QI,(sl = 23.38 cfs = 5.50 in/hr Qrosr = 23.12 cfs III,IT15 = 4.60 in/hr Qrosr = 19.34 cfs Ilu�� o = 3.90 in/hr Qrosr = 16.40 cfs = 3.40 in/hr Qros'I = 14.29 cfs II(, = 3.00 in/hr QI.()s, = 12.61 cfs 10 Year - 5 N4inutc: AQ = Q1,0s1-Q1,1zI: = 21.80 I.1)= (AQ/Qrosr)frll = 6.84 V = 1/2(AQ)(TI)) = 74.51 = 4470.66 fl' 10 Year - 10 Minute: AQ = Q11osl-Q1,RI. = 16.54 TI) = (AQ/Qrosr)f1*n = 6.37 V = 1/2(AQ)(I I))+(AQ"5) = 135.38 = 8123.02 ft' 10 Year - 15 Minute: AQ = Qrosi-QrRI: = 12.76 To = (AQ/Qr(Isr)fI'll = 5.87 V = 1/2(AQ)(TI))+(AQ"10) = 165.05 = 9903.22 ft' 10 Ycar - 20 NIinutc: AQ = Q110sr-Q1-R1 = 9.82 I11)= (AQ/Qrosr)[I-I) = 5.33 V = 1%2(AQ)('I'I))+(AQ" 15) = 173.40 = 10403.90 ft' 10 Ycar - 25 Aiinutc: AQ = QI'Os'I-QI'RI: = 7.71 TI) = (AQ/Qros I)%rn = 4.80 V = 1/2(AQ)('I'I))+(AQ"20) 172.81 = 10368.71 fl' 10 Ycar - 30 Ntinute: AQ = Qrosl-QrRI: = 6.03 11.1) 1n = (AQ/Qrosr ),TjI = 4.26 V = 1/2(AQ)('I'I))+(AQ"25) = 163.65 = 9819.30 ft' Designed BY: I3DN1 Date: 09/13/02 Checked By: DDD Date: 09/13/02 9/13/2002 � I � I 7 I � I � I ' Hydrograph Summary Report Page i Hytl. Hydrograph Peak Time Time Volume Realm Inflow Maximum 1 1 1 1 Hyd. No. No. Hydrograph type type (origin) (origin) Peak flow flow (cfs) (cfs) Time Interval Interval (min) (min) Time to peak peak (min) (min) Volume (cult) (cu1Q Return period period (yrs) (yrs) Inflow hytl (s) hyd(s) Maximum elevation elevation (ft) (/q Maximum Maximum storage storage (tuft) (tuft) Hytlrograph Hydrograph description description 1 1 Rational Rational 0.12 0.12 1 1 1 1 ] 7 10 10 ---- - -��-�- ----•- �-��- ------ DDHi (10-Near) DDH1 (10-Year) 2 2 Rational Rational 1.ta 1.14 1 1 5 5 343 34� 10 10 --- ---- -�-- --•--- ---� ------ DDN2 (t O�Vear) DDI/2 (10-Year) 3 3 Rational Rational 0.3� 0.37 1 1 5 5 112 112 10 10 ---� ---- �--- ------ --�-�� ------ DDg3 (10�Year) DDH3 (10-Year) 4 4 Rational Rational 3.6] 3.67 I 1 5 S 1,100 1,100 10 10 �-- ---- -�� ------ �--- --•--- Post DDH4 (10-Year Post DDH4 (10�Vear 5 5 Rational Rational 1.83 1.83 1 1 12 12 1,319 1,319 10 10 ---- ---- ------ ------ ---� ------ �DN5 (10-Yeah) DDI/5 (10-Year) 6 6 Rational Rational 0.94 0.94 1 1 5 5 282 282 10 70 �-�- ---- �-�� ------ ------ -�--� ODg6 (10-Year) DDN6 (10-Year) 7 Rational Rational 1.96 1.96 1 1 10 10 1,1]5 1,175 10 10 �� ---- �-�-�� ------ �--�-- ------ DDq](10-Year) DDN7 (10-Year) 8 8 Rational Rational 5.88 5.88 1 1 5 5 1,]64 1,764 10 10 -�-- ---- �-�-�- ------ �-�� --•--- DDttB (t O�Vear) DDN8 (10-Year) 9 9 Combine Combine 6.86 6.86 1 1 5 5 2.939 2,939 10 10 ]+8 7 + 8 --�- --•--- ---�-- ------ Structure l2 Structure 12 10 10 Combine Combine ].80 7.80 1 1 5 5 3,221 3221 10 10 6 a 9 6 + 9 -�-� ------ ---�- ------ Structure 1 f Structure 11 11 11 Combine Combine 8.56 8.56 1 1 5 5 4,541 4,541 10 10 5 t 10 5 + 10 --�-�- ------ �-��- ------ Structure 10 Structure 10 12 12 Combine Combine 1.14 1.14 1 1 5 5 350 350 10 10 1 + 2 1 + 2 -��-- ------ ...... Structure 16 Structure 16 13 13 Combine Combine 1.51 1.51 1 1 5 5 462 462 f0 10 12+-3 12 + 3 ------ -�---� �-�-- ------ 19 14 Combine Combine 5.18 5.18 1 1 5 5 1,562 1,562 10 10 13+4 13 + 4 ----- ------ �-�� ------ Structure l5 Structure 15 15 15 Rational Rational 2.08 2.08 I 1 5 5 625 625 10 10 -��- ---- -��- ------ ��-�� ------ DID H9 (Building) DD N9 (Building) 16 16 Combine Combine ].2] 7.27 1 1 5 5 2,18] 2,187 10 10 15 +-14 15 � 14 -�--�- ------ ---•-- ---- 1] 17 Rational Rational 2.4q 2.44 1 1 5 5 ]33 733 10 10 ---- ------ --•--- DDN11 (10�Year) DDN11 (10-Year) i 18 18 Combine Combine 11.01 11.01 1 1 5 5 5,274 5.2�a 10 10 1�+11 17 + 11 --�-- ------ ��-�� ------ 19 19 Reservoir Reservoir 3.09 3.09 I 1 13 13 5,214 5,274 10 10 18 18 699.30 699.30 2,563 2.SG3 West West Basin 20 20 Rational Rational 3.83 3.83 1 1 5 5 1,149 1,149 10 10 ---- ---- �---- ------ ---- ------ DDNIO (Trench Drai DDI/10 (Trench Drai 21 21 Combine Combine 11.10 11.10 1 1 5 5 3,331 3,337 10 10 20+1G 20 + 16 ��-�� ------ �� ------ 22 22 Reservoir Reservoir 2.94 2.94 1 1 9 9 3,337 3,33] 10 10 21 21 699.92 694.92 2,133 2,133 East Basin East Basin 23 23 Rational Rational 0.98 0.98 1 1 10 10 587 58] 10 10 �-� ---- ----- ------ --�-�- ------ DDIl12 (STRi) DDJl12 (STRi) Proj. file: Post-Dev-10 Year.GP Proj. file: Post-Dev-10 YeacGP IDF file: Frederick Co.-rev.IDF IDF file: Frederick Co.-rev.IDF Run date: 09-13-2002 Run date: 09-13-2002 � I I M Hydrograph Summary Report Page 1 ' ' Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.13 1 1 8 25 ---- ------ ------ DD01 (10-Year) ' 2 Rational 1.27 1 5 381 25 ---- ------ ------ DDtt2 (10-Year) 3 Rational 0.41 1 5 124 25 ---- ------ ------ DD113 (10-Year) 4 Rational 4.08 1 5 1,224 25 ---- ------ ------ Post DDI/4 (10-Year 5 Rational 2.06 1 12 1,481 25 ---- ------ ------ DDI/5 (10-Year) Rational 1.05 1 5 314 25 ---- ------ DDIt6 (10-Year) '6 7 Rational 2.19 1 10 1,315 25 i----- DDI/7 (10-Year) 8 Rational 6.54 1 5 1,963 25 ---- ------ ------ DDIt8 (10-Year) ' 9 Combine 7.64 1 5 3,278 25 7 + 8 ------ ------ Structure 12 10 Combine 8.69 1 5 3,592 25 6 + 9 ------ ------ Structure 11 ' 11 Combine 9.54 1 5 5,073 25 5 i- 10 ------ ------ Structure 10 12 Combine 1.27 1 5 389 25 1 + 2 ------ ------ Structure 16 ' 13 Combine 1.69 1 5 514 25 12 + 3 ------ ------ 14 Combine 5.76 1 5 1,737 25 13 + 4 ------ ------ Structure 15 Rational 2.32 1 5 696 25 ---- ------ ------ DID N9 (Building) '15 16 Combine 8.08 1 5 2,433 25 15 + 14 ------ ------ 17 Rational 2.72 1 5 816 25 ---- ------ ------ DDtt 11 (10-Year) 18 Combine 12.26 1 5 5,889 25 17 11 ------ ------ + 19 Reservoir 3.80 1 12 5,889 25 18 699.55 2,868 West Basin 20 Rational 4.26 1 5 1,279 25 ---- ------ ------ DDI/10 (Trench Drai 21 Combine 12.35 1 5 3,712 25 20 + 16 ------ ------ 22 Reservoir 3.05 1 9 3,712 25 21 695.18 2,457 East Basin 23 Rational 1.10 1 10 658 25 ---- ------ ------ DDt/12 (STR1) ' Proj. file: Post-Dev-25 Year.GP OF file: Frederick Co.-rev.IDF Run date: 09-13-2002 ' Hydrograph Summary Report Page 1 ' Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.16 1 1 10 100 ---- ------ ------ DDN1 (10-Year) ' 2 Rational 1.58 1 5 473 100 ------ ------ DDN2 (10-Year) 3 Rational 0.51 1 5 154 100 ---- ------ ------ DDll3 (10-Year) '4 Rational 5.06 1 5 1,519 100 ---- ------ ------ Post DDN4 (10-Year 5 Rational 2.63 1 12 1,896 100 ---- ------ ------ DDM5 (10-Year) '6 Rational 1.30 1 5 390 100 ---- ------ ----i- DDN6 (10-Year) DDN7 7 Rational 2.79 1 10 1,673 100 (10-Year) 8 Rational 8.12 1 5 2,436 100 ---- ------ ------ DD#8 (10-Year) 9 Combine 9.52 1 5 4,109 100 7 + 8 ------ ------ Structure 12 10 Combine 10.81 1 5 4,499 100 6 + 9 ------ ------ Structure 11 11 Combine 11.91 1 5 6,395 100 5 + 10 ------ ------ Structure 10 12 Combine 1.58 1 5 483 100 1 + 2 ------ ------ Structure 16 13 Combine 2.09 1 5 637 100 12 + 3 ------ ------ 14 Combine 7.15 1 5 2,156 100 13 + 4 ------ ------ Structure 15 15 Rational 2.88 1 5 864 100 ---- ------ ------ DD 119 (Building) 16 Combine 10.03 1 5 3,020 100 15 i 14 ------ ------ 17 Rational 3.38 1 5 1,013 100 ---- ------ ------ DD#11 (10-Year) 18 Combine 15.29 1 5 7,408 100 17 + 11 ------ ------ 19 Reservoir 8.04 1 9 7,408 100 18 699.83 3,207 West Basin 20 Rational 5.29 1 5 1,587 100 ---- ------ ------ DDf110 (Trench Drai 21 Combine 15.32 1 5 4,607 100 20 + 16 ------ ------ 22 Reservoir 5.29 1 8 4,607 100 21 695.67 3,070 East Basin 23 Rational 1.39 1 10 836 100 ---- ------ ------ DDN12 (STR1) ' Proj. file: Post-Dev-100 Year,GP OF file: Frederick Co.-rev.IDF Run date: 09-13-2002 Reservoir Report Page 1 English Reservoir No. 1 - East Basin Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sqft tuft tuft 0.00 691.00 00 0 0 1.00 692.00 135 68 68 3.00 694.00 796 931 999 5.00 696.00 1,681 2,477 3,476 7.00 698.00 2,667 4,348 7,824 7.50 698.50 2,929 1,399 9,223 Culvert / Orifice Structures [A] [B] [C] [D] Rise in = 15.0 8.0 0.0 0.0 Span in = 15.0 8.0 0.0 0.0 No. Barrels = 1 1 0 0 Invert El. ft = 691.00 691.00 0.00 0.00 Length ft = 40.0 0.0 0.0 0.0 Slope % = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif. Coeff. = 0.60 0.60 0.60 0.00 Multi -Stage = ----- Yes No No Weir Structures [A] [B] [C] [D] Crest Len ft = 8.7 10.0 0.0 0.0 Crest El. ft = 695.50 697.50 0.00 0.00 Weir Coeff. = 3.00 3.00 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00 Multi -Stage = Yes No No No Tailwater Elevation = 0.00 ft Note. All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 691.00 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00 1.00 68 692.00 3.62 1.19 --- --- 0.00 0.00 --- --- 1.19 3.00 999 694.00 9.11 2.51 --- --- 0.00 0.00 --- --- 2.51 5.00 3,476 696.00 12.36 2.79 --- --- 9.20 0.00 --- --- 11.99 7.00 7,824 698.00 14.92 0.00 --- --- 102.81 10.61 --- - 25.52 7.50 9,223 698.50 15.49 0.00 --- --- 135.15 30.00 --- --- 45.49 Hydrograph Plot Hyd. No. 22 East Basin Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 21 Max. Elevation = 694.92 ft Storage Indication method used. English Peak discharge = 2.94 cfs Time interval = 1 min Reservoir name = East Basin Max. Storage = 2,133 cult Total Volume = 3,337 cult 22 - Reservoir - 10 Yr - Qp = 2.94 cfs / Hyd. 21 / Hyd. 22 Hydrograph Plot Hyd. No. 22 East Basin Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 21 Max. Elevation = 694.92 ft Storage Indication method used. English Peak discharge = 2.94 cfs Time interval = 1 min Reservoir name = East Basin Max. Storage = 2,133 cult Total Volume = 3,337 cuft 22 - Reservoir - 10 Yr - Max. El. = 694.92 ft 9 Hydrograph Plot ' ' ' Hyd. No. 22 East Basin Hydrograph type = Storm frequency = Inflow hyd. No. = Max. Elevation = Reservoir 25 yrs 21 695.18 ft Peak discharge Time interval Reservoir name Max. Storage English = 3.05 cfs = 1 min = East Basin = 2,457 cult ' Storage Indication method used. Total Volume = 3,712 cuft 22 - Reservoir - 25 Yr - QP = 3.05 cfs 15 -� — -- ----I I � i / Hyd. 21 10 — ; -- -----{ -- — 1 U 5 — — — -- i Hyd. 22 0 0 10 20 30 40 Time (min) 1 1 Hydrograph Plot ' ' Hyd. No. 22 East Basin Hydrograph type = Storm frequency = Inflow hyd. No. = Max. Elevation = Reservoir 25 yrs 21 695.18 ft Peak discharge Time interval Reservoir name Max. Storage English = 3.05 cfs = 1 min = East Basin = 2,457 cult ' Storage Indication method used. Total Volume = 3,712 cult ' I 22 - Reservoir - 25 Yr - Max. El. = 695.18 ft 695 ---- -- —� --- 694 -- -------, - --- w 693 - --- - - --! ---- -i 692 J— f — I 691 ' 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Time (min) Hydrograph Plot Hyd. No. 22 East Basin Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 21 Max. Elevation = 695.67 ft Storage Indication method used. 0 1 English Peak discharge = 5.29 cfs Time interval = 1 min Reservoir name = East Basin Max. Storage = 3,070 cult Total Volume = 4,607 tuft 22 - Reservoir - 100 Yr - Qp = 5.29 cfs 0 10 20 Time (min) 30 .N / Hyd. 21 / Hyd. 22 Hydrograph Plot Hyd. No. 22 East Basin Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 21 Max. Elevation = 695.67 ft Storage Indication method used. English Peak discharge = 5.29 cfs Time interval = 1 min Reservoir name = East Basin Max. Storage = 3,070 cuft Total Volume = 4,607 cult 22 - Reservoir - 100 Yr - Max. El. = 695.67 ft M. Reservoir Report Page 1 Reservoir No. 2 - West Basin English Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sqft tuft tuft 0.00 695.00 00 0 0 1.00 696.00 179 90 90 3.00 698.00 723 902 992 5.00 700.00 1,702 2,425 3,417 5.50 700.50 1,953 914 4,331 Culvert / Orifice Structures [A] [B] [C] [D] Rise in = 15.0 8.0 0.0 0.0 Span in = 15.0 8.0 0.0 0.0 No. Barrels = 1 1 0 0 Invert El. ft = 695.00 695.00 0.00 0.00 Length ft = 30.0 0.0 0.0 0.0 Slope % = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif. Coeff. = 0.60 0.60 0.00 0.00 Multi -Stage = ----- Yes No No Weir Structures [A] [B] [C] [D] Crest Len ft = 8.7 10.0 0.0 0.0 Crest El. ft = 699.50 700.00 0.00 0.00 Weir Coeff. = 3.00 3.00 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00 Multi -Stage = Yes No No No Tailwater Elevation = 0.00 ft NoteAll outflows have been analyzed under inlet and outlet control Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft tuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 695.00 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00 1.00 90 696.00 3.28 1.19 --- - 0.00 0.00 - --- 1.19 3.00 992 698.00 9.11 2.51 --- --- 0.00 0.00 -- --- 2.51 5.00 3,417 700.00 12.36 2.81 --- --- 9.20 0.00 --- --- 12.01 5.50 4,331 700.50 13.04 0.00 --- --- 26.01 10.61 --- - - 23.65 Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 18 Max. Elevation = 699.30 ft Storage Indication method used. ar English Peak discharge = 3.09 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 2,563 cult Total Volume = 5,274 cuft 19 - Reservoir - 10 Yr - Qp = 3.09 cfs 0 10 20 30 40 50 Time (min) / Hyd. 18 / Hyd. 19 Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 18 Max. Elevation = 699.30 ft Storage Indication method used English Peak discharge = 3.09 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 2,563 cult Total Volume = 5,274 cuft 19 - Reservoir - 10 Yr - Max. El. = 699.30 ft Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 25 yrs Inflow hyd. No. = 18 Max. Elevation = 699.55 ft English Peak discharge = 3.80 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 2,868 cuft Storage Indication method used. Total Volume = 5,889 Cuft 19 - Reservoir - 25 Yr - Qp = 3.80 cfs / Hyd. 18 / Hyd. 19 Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 25 yrs Inflow hyd. No. = 18 Max. Elevation = 699.55 ft Storage Indication method used CD w English Peak discharge = 3.80 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 2,868 cult Total Volume = 5,889 cuft 19 - Reservoir - 25 Yr - Max. El. = 699.55 ft 0.0 0.2 0.4 0.6 0.8 Time (min) Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 18 Max. Elevation = 699.83 ft Storage Indication method used. 0 U English Peak discharge = 8.04 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 3,207 cult Total Volume = 7,408 cuft 19 - Reservoir - 100 Yr - Qp = 8.04 cfs 0 10 20 30 40 50 Time (min) / Hyd. 18 / Hyd. 19 i Hydrograph Plot Hyd. No. 19 West Basin Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 18 Max. Elevation = 699.83 ft Storage Indication method used. 70 69 a� W 69 NO English Peak discharge = 8.04 cfs Time interval = 1 min Reservoir name = West Basin Max. Storage = 3,207 cult Total Volume = 7,408 cufl 19 - Reservoir - 100 Yr - Max. El. = 699.83 ft 0.2 0.4 0.6 0.8 Time (min) LI'AD ' ENGINEERING ' STORM SEWER ' CALCULATIONS Millwood Station ' Fire & Rescue — Company 21 Frederick County, Virginia Project No.: CD-061 ' 13 September 2002 Bryan D. Mcl/wee, E.l. T., Staff Engineer ti'PiS-;�C'I^,'J, �AP:'D F�,aivl\•YbG Fir:J it-lTb?r CONSUL -.IA 5 Hydraflow Plan View 1 rd Project file: Run 1.stm I OF file: Frederick Co.-New.IDF I No. Lines: 5 109-12-2002 1 M M M M Hydraflow Storm Sewer Inventory Report M Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/ line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El No. (ft) (deg) (cfs) (ac) (C) (min) (ft) M) (ft) (in) (n) (K) (ft) 1 End 104.0 0.0 MH 2.00 0.00 0.00 0.0 691.47 0.50 691.99 48 Cir 0.013 1.00 700.00 FES1 - Str1 2 1 126.4 -20.0 MH 0.00 0.00 0.00 0.0 691.99 2.64 695.33 36 Cir 0.013 0.45 700.00 Str1 - Str2 3 2 60.0 -24.0 MH 9.66 0.00 0.00 0.0 695.33 6.12 699.00 18 Cir 0.013 1.00 700.00 Str2 - FES2 4 2 136.4 28.0 MH 34.00 0.00 0.00 0.0 695.33 0.95 696.63 30 Cir 0.013 1.00 700.00 Str2 - Exist 30 5 1 63.3 79.0 MH 23.20 0.00 0.00 0.0 691.99 0.63 692.39 27 Cir 0.013 1.00 696.06 Str1 - Ex. 27" Project File: Run 1.stm I-D-F File: Frederick Co.-New.IDF Total number of lines: 5 Date: 09-12-2002 Hydraflow Plan View 1 Project file: Run 2.stm I OF file: Frederick Co.-New.IDF I No. Lines: 4 109-09-2002 1 Hydraflow Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/ line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El No. (ft) (deg) (cfs) (ac) (C) (min) (ft) M) (ft) (in) (n) (K) (ft) 1 End 61.8 0.0 MH 2.67 0.00 0.00 0.0 700.00 0.52 700.32 18 Cir 0.012 0.45 705.07 FES5 - Str5 2 1 173.9 28.0 MH 0.89 0.00 0.00 0.0 700.32 3.86 707.03 18 Cir 0.012 0.15 714.73 Str5 - Str6 3 2 257.2 -3.0 MH 1.96 0.00 0.00 0.0 707.03 0.50 708.32 18 Cir 0.012 0.15 713.62 Str6 - Str7 4 3 35.4 0.0 MH 5.88 0.00 0.00 0.0 708.32 0.51 708.50 18 Cir 0.012 1.00 711.50 Str7 - Str8 Project File: Run 2.stm I-D-F File: Frederick Co.-New.IDF Total number of lines: 4 Date: 09-10-2002 Hvriraflnw Plan View IfIC fil— (`n _Nln,ni If)r: Hydraflow Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line DO Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/ line length angle type 0 area coeff time El Dn slope El Up size type value coeff Rim El No. (ft) (deg) (CIS) (ac) (C) (min) (ft) N (ft) (in) (n) (K) (ft) 1 End 78.1 0.0 MH 0.45 0.00 0.00 0.0 696.00 3.00 698.34 18 Cir 0.012 1.00 712.00 FES6 - Str9 2 1 25.4 -48.0 MH 1.28 0.00 0.00 0.0 705.06 7.83 707.05 18 Cir 0.012 0.75 713.05 Str9 - Str10 3 2 133.1 51.0 MH 0.12 0.00 0.00 0.0 707.05 3.99 712.36 18 Cir 0.012 0.15 717.00 Str10 - Str11 4 1 215.1 90.0 MH 4.12 0.00 0.00 0.0 705.06 0.50 706.14 15 Cir 0.012 1.00 710.64 Str9 - Str12 5 3 46.2 -1.0 MH 2.21 0.00 0.00 0.0 712.36 1.00 712.82 10 Cir 0.009 1.00 718.00 Str11 - R/D Project File: Run 3.stm I-D-F File: Frederick Co.-New.IDF Total number of lines: 5 Date: 09-10-2002 VHAD ENGINEERING EROSION & SEDIMENT CONTROL NARRATIVE Millwood Station Fire & Rescue — Company 21 Frederick County, Virginia Project No.: CD-061 13 September 2002 Bryan D. Mcllwee, E,I. T., Staff Engineer CCA;;iRU) `rON, 'A^JO %'L.1+VNi:VG 1A10 -CI'?r Cl:'%'SULT ..`v'S Erosion and Sediment Control Narrative FOR Millwood Station Fire & Rescue — Company 21 Date: September 11, 2002 Project No. CD-061 PREPARED BY. V VIAID ENGINEERING CIVIL, ENVIRONMENTAL, GEOTECHN/CAL, CONSTRUCTION, LAnlO PLANNING AND LANDSCAPE ARCHITECTURE CONSULTANTS 97/ ACORN DRIVE HARRISONBURG, VIRGINIA 22801 TELE 540.434.4/35 EAx 540.434,5841 This narrative describes the erosion and sediment control measures to be constructed at the proposed site located on Costello Drive in Frederick County, Virginia. Project Description The project consists of construction of building, parking, storm and sanitary sewers, water lines and other associated items associated with the proposed business. The property is currently 4.16 acres, but land consisting of 1.23 acres will be leased from the Winchester Airport Authority to provide the site with 5.39 acres, with approximately 3.88 acres to potentially be disturbed. Existing Site Conditions Vegetative Cover — The site consists primarily of range grasses, some dense vegetation and some hardwoods. Please refer to Sheet C-3 of the construction Plans for the Existing Site Conditions. TopographX — The topography ranges from rather gentle in the central portion of the site to moderate on the northern and southern sides of the site. Slopes range from 1 % to 12%. Drainage Patterns — The site contains a natural drainage divide that runs from Northwest to Southeast in its central portion. From this divide the topography slopes to the Northeast and Southwest. The stormwater from the Northeast portion of the site drains into existing stormwater pipes and swales located along Costello Drive, while runoff from the Southwest portion naturally drains onto the Winchester Airport Authority property. Adiacent Properties The site is bounded on the North by Costello Drive, on the east and west by undeveloped commercial land, and on the south by the Winchester Regional Airport. Soils According to the Frederick County Soil Survey prepared by the Soil Conservation Service, the site soils consist of mapping unit 3B (Blairton Silt Loam), 41C (Weikert-Berks Channery Silt Loam), and 9B (Clearbrook Channery Silt Loam). Surface runoff is medium for soil types 3B & 913; and rapid for soil type 41 C. All of the soils on this site are well drained to somewhat poorly drained. Permeability is moderately slow for soil types 3B & 913; and rapid to moderate for type 41 C. The erosion hazard is moderate to severe for all of the site soils. Limitations to community development are depth to bedrock, potential frost action, and high- water table. Critical Erosion Areas The critical erosion areas of the site consist of cut and fill slopes around the perimeter of the parking areas. Erosion and Sediment Control Measures Unless otherwise noted, the structural and vegetative practices shall be constructed and maintained according to the Minimum Standards of the Virginia Erosion and Sediment Control Law, Regulations and Certification Regulations and Specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. The following summary(s) are for quick reference only and do not preclude any requirements or standards listed in the Virginia Erosion and Sediment Control Handbook. Also, other measures not specifically listed here or on the construction plans may be required to keep the site within regulatory compliance during construction. The need for such items may not be evident until the beginning of construction. The County Erosion and Sediment Control Administrator will determine the need for additional erosion and sediment control measures. TRUCTURAL PRACTICES 1. Temporary Construction Entrance - 3.02 A temporary construction entrance shall be constructed as shown on the Erosion and Sediment Control Plan. The entrance shall be maintained in a condition that prevents tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or washing and reworking of existing stones as conditions demand and repair and/or clean -out of any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadways or into storm drains must be removed immediately. During wet weather conditions, construction vehicle drivers will be required to wash their wheels prior to entering the highway. During the washing process, the contractor shall ensure that the runoff created by the washing process is passed through one of the sediment removing devices such as a section of silt fence. Water for washing operations shall be hauled to the site or shall be acquired from a hydrant installed at the site. This hydrant shall be installed in accordance with the Frederick County Sanitation Authority specifications. The use of water trucks to remove materials dropped, washed or tracked onto the roadways will not be permitted under any circumstances. 2. Construction Road Stabilization - 3.03 Construction road stabilization shall be utilized wherever stone -based roads or parking areas are to be constructed, whether permanent or temporary, for use by construction traffic. Treated areas are likely to require periodic top dressing with new gravel. Seeded areas adjacent to road and parking areas shall be check periodically to ensure a vigorous stand of vegetation is maintained. Roadside ditched and drainage structures shall be checked regularly to ensure they do not become clogged with silt or other debris. 3. Silt Fence Barriers - 3.05 Silt fence barriers shall be installed at locations shown on the Erosion and Sediment Control Plan to filter sediment -laden runoff and decrease the velocity of sheet flows and low -to -moderate level channel flows. 4. Storm Drain Inlet Protection - 3.07 All storm drain inlets shall be protected during construction in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Inlet protection shall be provided for all storm inlets as shown on the Erosion and Sediment Control Plan. 5. Culvert Inlet Protection - 3.08 All culvert inlets shall be protected during construction to prevent sediment from entering, accumulating in and being transferred by a culvert and associated drainage system prior to permanent stabilization of a disturbed project area. This practice shall be employed 4 � I � I 11 for all temporary culverts as well as permanent culverts. Refer to the Erosion and Sediment Control Plan for locations of temporary and permanent culverts. 6. Temporary Diversion Dike - 3.09 Temporary diversion dikes shall be constructed at locations shown on the Erosion and Sediment Control Plan in such a manner to facilitate positive drainage to the Sediment Basins. Temporary diversion dikes shall also be utilized to divert storm run-off from upslope drainage areas away from unprotected disturbed areas and slopes to a stabilized outlet. Upon termination of these dikes, positive drainage to the Sediment Basins shall be maintained. 7. Temporary Right -of -Way Diversion — 3.11 Temporary right-of-way diversions consist of a ridge of compacted soil or loose rock or gravel constructed across disturbed rights -of way and similar sloping areas. Temporary right-of-way diversions are used to shorten the length of flows within a sloping right-of- way, thereby reducing the erosion potential by diverting storm runoff to a stabilized outlet. These diversions shall be constructed at locations shown on the Erosion and Sediment Control Plan and in accordance with the construction specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. 8. Temporary Sediment Trap - 3.13 A temporary sediment trap shall be constructed at the location shown on the Erosion and Sediment Control Plan and in accordance with the construction details shown on the Erosion and Sediment Control Details. The temporary sediment trap shall detain sediment -laden runoff from disturbed areas long enough to allow the majority of the sediment to settle out. 9. Outlet Protection - 3.18 All storm pipe outlets shall be protected with a stone apron per specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. When installed properly, outlet protection should require very little maintenance. However, it shall be inspected periodically for scour from high flows. Care must be taken to properly control sediment -laden construction runoff draining to the outlet protection until all up - gradient areas have been fully stabilized. 10. Dust Control - 3.39 The contractor shall take measures to reduce the surface and air movement of dust, which may present health hazards, traffic safety problems or harm animal and plant life during land disturbing and construction activities. GRASS ESTABLISHMENT Topsoil Stockpile - 3.30 Topsoil shall be stripped from areas to be graded and stockpiled for future use. The City Erosion and Sediment Control Administrator shall approve stockpile locations. Stockpiles shall be temporarily seeded and protected with silt fence. When the topsoil is spread over the graded areas, it shall be placed in 2-4 inch compacted lifts. Topsoil hauled offsite shall be disposed of in an approved area as directed by the County Erosion and Sediment Control Administrator. 2. Temporary Seeding - 3.31 The topsoil stockpiles and all areas to be rough graded during the course of the project shall be immediately seeded with temporary vegetation upon completion of grading operations. The appropriate seed mixture will be dependent upon the time of year it is to be sown. The typical County seed mixture specification is shown on the Erosion and Sediment Control Details. The County Erosion and Sediment Control Administrator must approve any deviation from these mixtures. NOTE: Stabilization measures shall be applied to earthen structures such as dams, dikes, diversions, and sediment basin embankments immediately after construction of the said structure. 3. Permanent Seeding - 3.32 Permanent seeding shall be completed within seven days from achieving final grade of the site. MANAGEMENT STRATEGIES The following guidelines shall be utilized in the planning of construction: Temporary diversion dikes, the temporary sediment trap, silt fence, the construction entrance and other measures intended to remove sediment shall be constructed as a first step in the land disturbing activity and shall be functional before up slope land is disturbed. These measures shall also be stabilized with vegetation prior to up slope land disturbance. 2. The contractor shall install inlet protection and outlet protection for all storm utilities immediately after installation of said structures to prevent sediment from collecting in the said structures and being deposited down stream. 3. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 4. Temporary seeding and other stabilization shall follow immediately after the site is stripped of topsoil if it is determined that final grading will not begin within 30 days. 5. The developer shall be responsible for the installation and maintenance of all Erosion and Sediment Control practices. NOTE: The contractor shall install sediment trapping measures as the first step in construction. Once in place, the contractor shall strip topsoil and begin grading operations. The contractor shall ensure that at the end of each working day all erosion and sediment control measures are in place and functioning properly. This will be strictly enforced. These controls shall be in effect during the remaining development, which includes final grading, utility construction, and paving. 6 11 CONSTRUCTION SEQUENCING NOTES: The following construction sequence shall be utilized to ensure that the proper erosion and sediment control practices are in place and fully operational prior to upslope land disturbance. 1 — Install the Construction Entrance 2 — Install Sediment Traps 3 — Install Diversion Dikes and Right -of -Way diversions 4 — Install Silt Fence along perimeter of site as specified. 5 — Strip and stockpile topsoil. 6 — Begin grading operations and other site work. 7 — Install storm sewer structures and pipe. Provide inlet protection for all structures and outlet protection at outfall of pipes. 8 — Install Construction Road Stabilization. 9 — Complete site work and stabilize all areas. 10 — Once entire site is stabilized, remove erosion and sediment control measures Permanent Stabilization Permanent stabilization shall be applied to denuded areas immediately after final grade is achieved on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for more than 30 days. Permanent stabilization shall be applied to areas left dormant for more than one year. Seeding shall be conducted in accordance with the latest edition of the Virginia Erosion and Sediment Control Handbook. Permanently seeded areas shall be protected during establishment with straw mulch. Hydro -seeding also requires straw mulch protection. Maintenance In general, all erosion and sediment control measures shall be checked daily and after each rainfall. The following items shall be checked in particular: The silt fence, diversion dikes, inlet and outlet protection areas and temporary construction entrances shall be checked for undermining, deterioration, and functioning ability. 2. The sediment trap shall be checked regularly and after each significant rainfall to determine the deposited silt. When sediment reaches the clean out level, it is to be distributed back on the site in such a manner as to prevent further erosion. 3. All seeded areas shall be checked for adequate growth. If adequate growth is not evident, ' the area shall be re -seeded to prevent the soils from eroding. 4. All temporary erosion and sediment control measures shall be removed only when ' authorized by the County Erosion and Sediment Control Administrator. 5. Trapped sediment and the disturbed soil areas resulting from the removal of the temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 6. Lonq term maintenance of all stormwater associated items is the sole responsibility of the owner or a property owner's association. IStormwater Management ' A stormwater management basin is utilized on this site to ensure predevelopment flows rates do not exceed post development rates in the final configuration. 11 0 V11AID ENGINEERING EROSION & SEDIMENT CONTROL CALCULATIONS Millwood Station Fire & Rescue — Company 21 Frederick County, Virginia Project No.; CD-061 13 September 2002 Bryan D, Mcl/wee, E.I. T , Staff Engineer C''%%L, G O T FC -W; ('d' , CC�A;STRUCTION, ND �'L-1rVN!;Vv JAI' LA--VJSC, ARChYTECTURE CONSULT.Siy'TS TEMP.:SEDIMENT TRAP #1 :... Title ..,Millwood Fire Station .::..Job ft : CD061.. date: 09-11-02 Area Contributing to Sediment Trap : 76910 sq. ft 1.7656 Ac. Total Basin Height : 4 ft Wet Storage Height : 2.4 ft Length of Basin Bottom (Long side) 5. 0 ft Width of Basin Bottom (Short side) : 20 ft Slope of long side of basin (SJ : 2 :1 Slope of short side of basin (Ss) : 2 :1 Length of top of Wet Storage : 59.6 ft Width of top of Wet Storage : 29.6 ft Length of top of Dry Storage : 66 ft Width of top of Dry Storage : 36 ft Outlet Length TRIAD Engineering BDM 10.59366 WET:STORAQE. VOLUME .. Design Required : 3194 ft' 118.3 yd' O.K. :..:::::DRY STORAGE VOLUME...." Design 9 ::...::..:...... .........:........Y...,... Required : 3194 ft' 118.3 yd' O.K. TOTAL;:STORAGIE VOLUME: Design : < .. < < 2. 3 <€ € d:<:::>: Required : 6388 ft' 236.6 yd' O.K. 9/11/2002 Sediment trap .. TEMP... SEDIMENT TRAP #2.':... . Title:.:Millwood. Fire Station Job # : 06061::.. <.:. dafe : 09-11-02 Area Contributing to Sediment Trap : 80090 sq. ft. 1.8386 Ac. Total Basin Height : ft Wet Storage Height: 2.5 ft Outlet Length Length of Basin Bottom (Long side) : 0 ft Width of Basin Bottom (Short side) : 20 ft Slope of long side of basin (SL) : 2 :1 Slope of short side of basin (Ss) : 2 :1 Length of top of Wet Storage : 60 ft Width of top of Wet Storage : 30 ft Length of top of Dry Storage : 66.4 ft Width of top of Dry Storage : 36.4 ft WET: -STORAGE :VOLUME . 9 ..5rt.»Desi Required : 3326 ft' 123.2 yd' DRY STORAGE VOLUME TRIAD Engineering BDM 11.03164 O.K. Design : >`i336f.lft> <<<1::2'a<<>'Y i> Required : 3326 ft' 123.2 yd' O.K. : ;::T01`AL :.ST.O RAG E. VOLU ME ;::::>::.xiiii X. sa Design : >:>'#>>: `> >i2vr':<<.d;>:<: 9 ::::..::..... Required : 6652 ft' 246.4 yd' M 9/11/2002 Sediment trap .TEMP..SEDIMENT TR.AP.#3 Title :011wood Fire Station Job #., CDO61 : date ` 09-11-02 TRIAD Engineering BDM Area Contributing to Sediment Trap 58659 sq. ft. 1.3466 Ac. Total Basin Height 4 ft Wet Storage Height 2.'_' ft Outlet Length 8.079786 Length of Basin Bottom (Long side) I;,) ft Width of Basin Bottom (Short side) I) ft Slope of long side of basin (SL) 2 :1 Slope of short side of basin (Ss) 2 :1 Length of top of Wet Storage 59.2 ft Width of top of Wet Storage 24.2 ft Length of top of Dry Storage 66 ft Width of top of Dry Storage 31 ft WET:.$TORAGEVOL.1UME ............. ............ . ....... .. ....... Design Required 2436 ft' 90.2 yd' DRY, STORAGE VOLUME X.: .,v ... X Design Required 2436 ft' 90.2 yd' ;TOTAL STCIRAGE VOLUME ..... ..... .. ... .... Design . Required 4872 ft 180.4 yd' 0. K. O.K. 0. K. 9/11/2002 Sediment trap JUL-22-2003 16:55 TEI WINC P.01 FACSIMILE TRANSMITTAL SHEET 200 Aviation Drive Winchester, VA 22604 540,667,9300 tele 540.667.2260 fax office@triad-winc.com triad-winc.com TRIAD ENGINEERING, INC. Civil, Geotochnical, Environmental, Survey, Land Planning and Construction Consultants To: Jeremy Camp From: Donnie Dunlap Fax: 665.6395 Pages: 1 * cover Phone: 665.6651 Gate: 22 July 2003 Re: Millwood F.S. Compact barking CC: Terry Slone (722,72,18) © Urgent Ef For Review 1 Please Comment © Please Reply ❑ Please Recycle Jeremy, Attached is a revised sketch for the Millwood Fire Station per your earlier telephone conversation with Paul Ehrenberg. You expressed a desire to Increase the square footage of each respective parking stall in this area to as close to 180 sq. ft. as possible. Therefore, an additional 2' was added for each parking stall, which brings each stall up to 175.5 sq, ft. (9' x 19.5'). The sketch presented to you previously (see sketch dated 07-07-03) delineated these stalls as 9' x 17.5'. Please review the attached and respond accordingly. If you have any questions or need additional information, please don't hesitate to contact me, Sincerely, �� Dennie D. Dunlap III, P.E. Senior Engineer JUL-22-2003 16:55 TEI WINC P.02 - - - - - AX - - -r- •- ..........................'/..,. - tj/C EST— STORM STRUCTURES / FIEF ADJUSTED 2.5' 1114, r • LJ Cli ........ , . . STORM STRUCTURES 1 FIELD ADJUSTED 2.5' t Revised parking area is along the northeast Banquet Hall parking lot, -See Drawing C-4 for overall site plan. MILLWOOD STATION FIRE L RESCUE - STATION BI FREDERICK COUNTY, VIRGINIA rcwn y DntciO7/21/03 Job No.07-01-0061IN" I Ftnt. ijv..t,rr• TMV EW"CUM' COMPACT. PARKING SKETCH C ec • Codd flte noo SK_-1 VINCHMU, \nRWA Y sire-xv u� ar o� Scalcd'a30` TOTAL P.02 540-1362-0820 Feb 26 03 01:54p Millwood Station t-j, nch6=tam ..irOort LI_- . li, :. db I tit, v-kri VU-A Z��_ I _r 0JJ) THIS LEASE AGREEMENT, madly and entered into this day of of the 200^, �t, by and between the WINCHESTER REGIONAL AIRPORT AUTHORITY, party hereinafter cPIIAN 21, lwc , a Virg nler or yand the corporationtLWOOD , hereinafter ION called VOLUNTEER calledLes Lessee or Millwood. RESCUE CoM WITNESSETH: WHEREAS the Winchester Regional Airport Authority is the mvner of land in Frederick County, Virginia and desires to lease a portion c�ulesld land to e Lessee and egulat iris of the elssorect �and the terms and conditions of this lease and the applicable WHEREAS, the Lessee wishes to ontor into a lease for said property from the Lessor subject to the terms and conditions of this lease and the rules and regulations of the Lessor: Now, THEREFORE, in consideration of the mutual promises and undertakings herein set out, the parties agree to the following terms. 1 . PROPERTY LEASED: l'he Lessor does hereby lease unto the Lessee, and the Lessee hereby leases from the Lessor that certain tract of land owned by Leos r locat forty d at square feet, the Winchester Regional Airport, Frederic Virginia, nI the area containing on the northern seven thousand, seven hundred (17,700) q corner of the Airport property, adjacent to the lands of the Lessee, hereinafter referred to as the leased premises. 2. TERM: This lease shell be on a month to month basis, beginning the first day of the month after the execution of this agreement by the parties. 3. RENT: The Lessee shall pay the Lessor the amount of Three Hundred ($300 00) dollars per each twelve month period, in advance, due on the date of execution of this lease, and by thereafter party, there shalll be norst day of ach twelve month refund anniversary. In the case of term re nd of any payment made. 4, WARRANTIES: Lessor covenants that it is seized of the leased premises in fee simple and has full right to make this lease and that Lessee shall have quiet and poaceable possession of the leased premises during the term of this lease. 5. USE OF LEASED PREMISES- The Lessee agrees that it shall use the leased premises only for the purpose of overtlow parking for Its fire and rescue station. Lessee specifically agrees, without limitation, that the leased promises shall not contain an open storm water management pond. Lessee agrees that it shall place no structures on the leased premises within ten feet of the boundaries for or allow the sofhat vehbut Lessr's les w thin tan feet Iofgproperty said boundar es. if shall not provide n4- Feb 26 03 01:54p Millwood Station W,, ChE-s Iel —i Gor 1 • 54066Ci`J db 540-662-0 U'd"?5''Ud UI : 046P . UUd W Lessee agrees that any lighting structures shall be restricted to shielded style lights that do not project light in any manner that may interfere with approaching or departing aircraft. Lessee agrees to submit to the Lessor, for its approval, any lighting and agrees to comply with all reasonable requirements of the Lessor pertaining thereto. The Lessee agrees to construct all parking lot improvements in accordance with the requirements of the Frederick County, Virginia zoning ordinance. Lessee shall be responsible for any land clearing required for its uses of the leased premises. Lessee shall erect fencing along the boundary of the leased premises with the other lands of the Lessor. Lessee agrees that said fencing shall be consistent with the fencing in the area being leased. Lessee agrees to submit to the Lessor, for its approval, the fencing to be erected, and agrees to comply with all reasonable requirements of the Lessor pertaining thereto. 6. WASTE AND NUISANCE: During the term of this lease, Lessee shall comply with all applicable laws including building and occupancy lawn, affecting the leased premises. Lessee shall not commit, or allow to be committed, any waste or nuisance on the leased premises. 7. RIGHT of ENTRY. Lessee shall permit Lessor and its agents and employees to enter upon the leased premises at all reasonable times for the purpose of inspecling the same and for the purpose of posting default notices and other notices related to this lease, without any diminution of rents due, 8_ AssIGNMENT: The Lessee shall not assign this lease to any other party, except as a part of the transfer of its principle fire and rescue operations being carried out on its other lands to another party, and in such case, the assignment shall not be effective until written approval therefore has been given by the Lessor, which approval shall not be unreasonably withheld 9. NOTICES: All notices to the parties shall be sent to the following addresses: Lessor: Winchester Regional Airport Authority Attention- Executive Director 491 Airport Road Winchester, VA 22602 Lessee: Millwood Station Volunteer Fire and Rescue Company 21, Inc. Attention: President 600 Millwood Avenue Winchester, VA 22601 Feb 26 03 01:54p Millwood 540-662-0820 p.:3 u�ncrm•stcr . '11111 0 S+OGG::Z77G 02/Z5:09 01:0 16 1.. 00.4 10. MINIMUM STANDARDS AND RULES AND REGULATIONS: The Lessee agrees to abide by, and be subject to all applicable minimum standards and rules and regulations of the Lessor, as amended from time to time, insofar as said minimum standards and rules and regulations conflict with the provisions of this lease. 11 LIENS: The Lessee shall keep the leased premises free and clear of any and all mechanic's, material men's and other liens for or arising out of or in connection with work or labor done, services performed, or materials for or in connection with work or labor done, services performed in connection with any uses of the property by the Lessee. 12. TAXES: Lessee agrees to be responsible for and to pay to the Lessor any taxes imposed on the Lessor related to or arising from the use of the leased premises by the Lessee. 13. INDEMNIFICATION: Lessor shall not be liable for any loss, injury, death or damage to persons or property which at any time may be suffered or sustained by Lessee or by any person whosoever may at any time be using or occupying or visiting the leased premises, whether such loss, injury, death or damage shall be caused or in any way resulting from or arising out of any act, omission, or negligence of the Lessee or of any occupant, visitor or user of any part of the leased premises, or shall result from or be caused by any other matter or thing whether related to the Lessee's use or not, and Lessee shall indemnify, defend and hold harmless Lessor against all claims, liability, suits, actions or loss or damages to any person or property arising from or related to the leased premises. However, this paragraph shall not apply to any matter arising by reason of the negligence or misconduct of the Lessor or its employees carrying out their duties. 14. TERMINATION: Either party may terminate this lease on thirty days' written notice to the other party, without ca3use and without liability to the other for such termination In the event of termination, for any reason, Lessee shall return the fences to their locations prior to this lease, in the some condition the foncos were in at the beginning of the lease. 15. ENTIRE AGREEMENT: This lease and the minimum standards and rules and regulations that are applicable to Lessee's use of the leased premises, as amended from time to time constitute the entire agreement between the parties. No modification or amendment to this lease shall be valid unless evidenced in writing and executed by both parties. 16, SEVERABILITY In the event that any provision of this lease is held to be invalid by any court of competent jurisdiction, the invalidity of Any such provision shall in no way affect any other provision herein contained, provided that the invalidity does not materially prejudice either party in their rights and obligations in this lease. Feb 26 03 01:56P Wir�c Y.Gs t:--��rpr)rt Millwood Station 0tOGE,z i93G b40-662-0820 o::.:a.•o� oi•oao� �„s P.1 Attest: WITNESS the following signatures and seals. Winchester Regional Airport Authodty Attest, ( Seal) Serena R. Manuol, Fxecutive Director (Seal) Millwood Station Volunteer Fire & Rescue Company 21, Inc:. By ( Seal) (Seal) (Printed name and title) Commonwealth of Virginia, At large to -wit: a notary public for the commonwealth at large, do hereby certify that Serena R. Manuel, and whose namas are signed on the writing above, have acknowledged their signatures in such capacities before me this day of 200_. Given under my hand this day of 200_ My commission oxpires: Notary Public 4 DEPARTMENT OF PLANK Site Inspection Form Pe�H lde e Site Plan or Subdivision Plan Number 1�r ;1Zq -na Building Perm t Numb OENSRAL INFORMATION Propert I entification Number (PIN) Lo ation D-� Contact Informati �� O INSPECTION OF ROADS, DRIVEWAYS & TRAVEL AISLES (Check when completed - note all incomplete work): Street & Traffic Signs Striping Surface Material Comments Inspector Inspector Q Sidewalks & Lighting Dimensions Overall Layout Date Verified Incomplete Date Verified Complete INSPECTION OF PARKING, MANEUVERING AREAS & LOADING AREAS (Check when completed - note all incomplete work): Number of Spaces Striping Surface Material Comments Sidewalks & Lighting \/ Dimension of Spaces I/ Overall Layout Inspector Date Verified Incomplete Inspector Q , Date Verified Complete i INSPECTION OF LANDSCAPING IMPROVEMENTS (Check when completed - note all incomplete work): Number of Trees —1/ — Number of Shrubs / Size of Plants I/ Species of Plants Soil Stabilization -----1 Seeding L� Screens Overall Layout Comments Inspector Date Verified Incomplete _ Inspector Date Verified Complete 1 U INSPECTION OF OTHER IMPROVEMENTS (Check when completed - note all incomplete work): Setbacks _(� Recreational Facilities Proffered Conditions Preservation Areas Signs Curb & Gutter Comments Inspector Inspector Date Verified Incomplete Date Verified Complete _ F RRICK D ARTM M OF PLANNIRG & DMLOPMSNT - FINAL SITE APPROVAL Si ature Date of Approv 1 Is site approval contingent on a monetary guarantee? Yes* No Bond Number (*If yes, all site improvements noted on this form must be complete prior to the release of a monetary guarantee. in addition, all relevant review agencies shall provide final site approval. A checklist of these agencies is provided below for documentation purposes.) Fire Marshal Building Inspections Public Works Parks & Recreation Virginia Department of Transportation Sanitation Authority City of Winchester Other ( ) (Please date & initial when all site work is complete & all relevant review agencies have approved) Date Monetary Guarantee Released Initials COUNTY of FREDERICK Department of Planning and Developinent 540/665-5651 FAX: 540/ 665-6395 March 19. 2003 ivir. Dennic Dunlap. iIi, P.E. Triad Engineering 971 Acorn Drive P.O. I30s 14=18 i-larrisonburg, Virginia 22802 RE: Site Plan Approval, J14HIwood Station I•ire & Rescue, Site Plan #3402 Property Identification Number (PIN): 64-10-5 Dea' Mr. Dunlap: The Frederick County Department o f Mmn hg and Development adnl in istratively approved the. above- referenced plan o y,larch 19, 2003, rile site plan meets all requirements Iordove lopmell I In the B2 Zoning Dlstl ict. Cul'relltly, there are no adverse comments by any of the required review agencies; however, ally future conlnlents by these agencies should be addressed promptly. Below is a list of the primary improvements of this clevelopnlent: • Construction ofa 11025 square -foot building for use as a fire station. • Construction of a 11808 square -foot building for use by the fire station as a banquet hall. • 295 parking spaces; including seven ADA accessible • Planting of 149 trees and 88 shrubs. • Construction of a canopy and installation of underground gas tanks. i air providing you with four copies of be approved site plan. Please forward these to the appropriate representatives. Ful':Ilel-lllol'e, please advise the owner that a copy should be kept for future reference and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner sho.11d contact this office to schedule an on -site inspection. This is required prior to the issuance of an occupancy permit by the Department of Building inspections. Ifyou have any questions concern ingthis review. please do not Ileslate to contact me. Slil.el'ely. Rebecca Ragsdale Planner i RA R/Ioc Enclos e cc: I.Iai'rintiton S'm�uh, .Ir.. Shawnee District Supervisor; Jilliam C. Rosenheny. Shawnee District Planning Commissioncr,`Kobert A. Morris, Shawnee District Planning Conlnlissioner:!'�le Anderson, Real Estate � R, he; ,'a1Sut Pl.m`�hlla nodf It` \tiro, al o. rd 107 North Kent Street.. Willciaestel., Virginia 22601-5000 0 L IADFNGINFFRING ZOO Aviation Drive, Winchester, Virginia 22604 540,667.9300 tele 540.667.2260 fax office(Ptriad-winc.con" e-mail 12 Nlarch 2003 Ms. Rebecca Ragsdale, Planner I Department of Planning and Development 107 North Kent Strect Winchester, VA 22601-5000 RE: Plan Approval, i1Ii11Pvood Station Fire & Rescue; Site Plan 1139-02 Property Identification Nimiber (PlN): 64-10-5 "Iliad # 07-01-0061 Rebecca, I have attached s sets of the Millwood Piro Station site plan for your approval signatures. The only revision from the previous set is the relocation of the proposed sign to a minimum of 10, off the property line. If you have any duestions or comments, please do not hesitate to contact me. Thank yoo for your time and cooperation regarding this matter. Cordially, Triad Gnginccring, Inc. S , D fl-/ Dennic D. Dunlap, P.G. Senior L'•ngineer Civil, Geotechnic,71 Environment��/, Survcy, LandFlarming, RIO Construction Consultants ZRIADENGINEERING 200 Aviation Drive, Winchester, Virginia 22604 540, 667,9300 teie 540, 667.2260 fax office@triad-wine, com e-1718i/ 05 March 2003 Ms. Rebecca Ragsdale, Planner I Department of Planning and Development 107 North Kcnt Strcct Wimliester, VA 22601-5000 IZF?: Plan Approval, Millwood Station Fire & Rescue; Site Plan 1139-02 Property Identification Number (PIN): 64-10-5 "Triad 11 07-01-0061 Rebecca. I have attached a copy of all the approved request for site plan comments sheets Irom the required Frederick County review agencies. Also included is the lease agreement between Millwood fire Station and the Airport. Oncc I have received ionnal notification that the site plan is approval, I will forward the necessary sets for signatm-es. IFyou have any questions or comments, please do not hesitate to contact us at 540.667.9300. "Thank you for your time and cooperation regarding this matter. Cordially, Triad rnginccring, Inc. Donnie D. Dunlap, P.E. Senior I?ngineer Civi,, 67eotec17n1c,?1 F17v1ronment,:i1 Construction ,end Landsc,:ipcc Architect Consultants L E T T E R O F T R A N•M I T T A L 0 L :11AID 200 A viation Ori ve P.O. Box 2397 Winchester, VA ZZ604 TRIAD ENGINEERING, INC. (540) 667-9300 Civil, Geotechnical, Environmental, (540) 667-2260 fax Construction Consultants, Land Planning office@triad-winc.com and Landscape Architecture To : Frederick County Date: 03/05/2003 107 N. Kent Street Attention : Planning and Development Winchester, VA 22601 Job No: 07-01-0061 Re: Millwood Fire Station WE ARE SENDING YOU 0 Attached ❑ Under separate cover via _ the following items ❑ Shop Drawings 2 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATED NUMBER DESCRIPTION Blank Request for Comments sheet Approval sheets from various Fred. Co. agencies 1 03-05-03 Comment Reply Letter Lease agreement between Millwood Fire Station & the Winc. Airport THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit ❑ Samples ❑ Approved as noted ❑ Submit ❑ As Requested ❑ Returned for corrections ❑ Submit 0 For review and comment ❑ ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: copies for approval copies for distribution copies for distribution I 1 MAR 4 5 'fMf*cM. COPY TO : Cl �� SIGNED: If enclosures are not as noted, kindly notify us at once LETTER ❑ F T R A N•M ITTAL is ti.roai+aui oft 0 200 A via lion Drive L 1AALIF P.O. Box 2397 Winchester, VA 22604 TRIAD ENGINEERING, INC. I(54O) 667-9300 Civil, Geotechnical, Environmental, J(540) 667-2260 fax Survey, Land Planning, and office@ tria d-winc. coin Construction Consultants To: Frederick County Planning Dept. 107 N. Kent Street Winchester, VA 22601 Re: fvtillwood Fire Station Date : 03-12-2003 Attention : Rebecca Ragsdale Job No: 07-01-0061 WE ARE SENDING YOU 0 Attached ❑ Under separate cover via ❑ Shop Drawings 0 Prints ❑ Plans ❑ Copy of letter ❑ Change Order ❑ _ ❑ Samples the following items ❑ Specifications COPIES DATED NUMBER DESCRIPTION 8 sets 09-13 02 Millwood Fire Station Site Plan (revised 02-14-03) 1 03 12-03 Comment Reply Letter THESE ARE TRANSMITTED as checked below: [21 For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Samples ❑ Approved as noted ❑ Submit copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Submit copies for distribution ❑ For review and comment Cl ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: MAR 1 2 2003 _ COPY TO : �R (� SIGNED: 1� If enclosures are not as noted, kindly notify us at once • Mail to: Department of Planning Attn: County Planner 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Request For Site Plan Comments Department of Planning and Development and Development Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Triad Engineering Inc Address: 200 Aviation Drive P.O. Box 2397 Winchester VA 22604 Phone Number: (540) 667-9300 Name of development and/or description of the request: Millwood Station Fire & Rescue — Company 21 Location of property: Shawnee Magisterial District Frederick County, Virginia Planning and Development's Comments: Date received _ Incomplete _ Date reviewed Signature and Date Signature and Date (revision) PIalllllna and Development Ilse only Date revision received Incomplete Date reviewed Date approved 02/06/2003 14:38 54066563i, FRED GO PLANNING DEP PAGE 02/02 • Request For Site Plan Comments Department of Planning and Development M;1iI to: Hand deliver to:, C)E!partment of Planning and Development 107 N. Kent Street At:n: County Planner Fourth Floor 107 North Kent Street Winchester, VA VVlnchester, VA 22601 (540) 665-5651 (5-10) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. F�pplicant's Name fkc dress: F'i-one Number Triad Engineering, Inc.__._, 200 Aviation_Drive_.-- _.._ _.. P.O. Box 2397 Winchester. VA 22604 (540) 667-9300 _ 1`I�Ime of development and/or description of the request: _Millwood Station Fire & Rescue — Company 21 _.._._.— Lccation of property: — Shawnee Magisterial District Frederick County Virginia Planning and Development's Comments: lo��na �c I�t �s�_.�mr1m�✓ ; 5_;s�t�lrp�l 1'lannin2 grid Develoninent use only Di,tc received �gl�a Datc revision received lncomplcic fncumplctc [)ate revlcwe IO a Date reviewed 5;Ignaturc and Date — '�---..- 5ignalure and Date (rc\,islon) ------ �, Y�.0 i P.w wd -1- Date approved _.-_ JAN 3 X 2003 FREDEHICK C001' PLANKING A 0E'✓' ` DEC-02-2002 15:57 * WINC • P.02 Control numbs r SP02-0057R Protect Name Millwood Station Fire and Rescue Address 971 Arorn Drive Type Application site p!on Curr©nt zoning B Automatic Sprinkler System Yes Other recommendation Smoke Detectors, Fire Extinguishers Date received Date reviewed bate RctvlsGd . 11/27/2002 12/2/2002. Applicant Triad Enpineoulrlp City State Zip Applicant N)ofi, Harrisonburg VA 22802 540-434.4135 Tax ID Number Fire District Rescuq DlBtdCt 21 21 Recommendations Automatic Fire Alarm System Yes Requirements Emergency Vohlcle Access Hydrant Location Adequate Adequote Siamese Location Roadway/Aislewoy Width Not Identified Adequate Emergency Vehicle Access Comments r'r r,u:•.'I �:� d:11 rl.}IInCI 11-1i' ` !rl`/!-"wily lu(,j r u (fill u sO dogrof?s r iounr.l I)lr i tiro sl:jIt, a r. Access Comments ( uaflon District Shownre Residentlal Sprinkler Syatev No Fire Lane Required Yes Spacial Hazards No Addltlonol Comments Roth buildings exceed 12,000 t3qUi<ire feet. This will require either fire separa lorl risSetrlblies rN I lire ;,ipprr�ssion Sylem. It l lirl:+ Sprinkler is installed, additional fire hrdrtnts will be requirod, Plan Approval Recommended Revlewed By SlQnatura / �- Yes K.SteudlTRIO Cc n / TOTAL P.02 Mom~ DEC-27-2002 15:04 0 WINC . P.03 Reauest Fob SIte Pltart a.rnmarii s Frederick County Inspections pslrlririt M t WMIA I� iy-r_ta: Frederick County Inspections Department 107 N. Kent Street Attn: Building Official Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5650 (540) 665-5650 Please fill out the Information as accurately as possible in order to assist the a9pndy with .thew review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name; Triad �Ogineerin4, Inc, Address: 971 Acorn P.O. Box 1440 Harrisonburg, VA 22802 Phone Number: (540) 434-4135 _..------........... Namo of development and/or description of the request: ,. _ .--.--••- . Millwood Station Fire & fescue — Company_2.1_ _ __ _-- -- ---- Location of property: Shaw ee Magi terial District Freda rig �atantv,.Vir�r in!a Inspections De�jrtment Comment Dippeclions Dept. use oni X Bata received Irate revision received ..__ , . I );,tee npProvi-d Incomplete. Incomple Date reviewed _. r we t- Signaturc anti Date Signature and Date (revisionRECEIVED -- _ - r-------- ----- �. - - I f% _ �RE•nE.RtcK CouNrr ' . TOTAL P.03 DEC-27-2002 15:02 0 WINC 0 P.02 Request For Site Plan Corntnants Frederick Coupty Enginegring-Qe,P-artmpnt Mail to; Han i�deliver tn; Frederick County Engineering Dept, 107 N, Kent Street Attn: Director of Engineering Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5643 (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency With Their review. Please attach two (2) copies of the site plan with this shoot. Applicant's Name: Triad Engineering, Inc. Address: 971 .Acorn Drive P.O. Box 1448 _ ....... Harrisonburg, VA 22802,._._._ Phone Number: (540) 434-4135 Name of development and/or description of the request; .._.___..__.___..__ ...._..... Millwood Station Fire & Rescue -- ComMny_2.1 Engineering Department's Comments: --) Date received l Incomplete Date reviewed Signature and Date Signature And Date (revision) EnOneerinL Pept1rhnont use oIIIY ` Date revision received �i# �d Date ,Ipprowd I �-L. Incomplete D,4te reviewed, E E Request For Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Virginia Department of Transportation Attn: Resident Engineer 2275 Northwestern Pike 14031 Old Valley Pike Winchester, VA 22603 Edinburg, VA 22824 (540) 535-1818 (540) 984-5600 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Please attach five (5) copies of the site plan with traffic generation data and drainage calculations with this sheet. Applicant's Name: Triad Engineering, Inc. Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg VA 22802 Phone Number: (540) 434-4135 Name of development and/or description of the request: Millwood Station Fire & Rescue — Company 21 Location of property: Shawnee Magisterial District Frederick County Virginia Virginia Department of Transportation's Comments: See attached letter from XTDOT 'to Mr. Dennie Dunlap with Triad Engineering dated Febniary 25, 2003. VDOT use only Date received `�� S, 0Z Date revision received t0A, 03 Date approved Z Z`d�6 Incomplete Incomplete Date reviewed 17Cr_-. , oZftDatc re i ved f•z `110 3 Signature and Date Signature and Date (revision) 02/25/03 wincneSTer Airport 54066ZZ936 W I "' k . 03/0S/03 • P. 001 ilQall to:. Winchester Regional Airport Attn: Executive Director 491 Airport Road Winchester, VA 22602 (540) 869-2422 Request For Site Plan Comments M.r chester Reglonal Alrport Rand deliver to 491 Airport Road (Route 645, off of Route 522 South) (540) 869-2422 Please fill out the information as accurately as possible in order to assist the agency their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: Triad Engineering Inc. Address: 200 Aviation Drive - -- P.O. 6ox_2397 _ -- Winchester VA 22604 Phone Number: (540) 667-9300 - -- — Name of development and/or description of the request: Millwood Station Fire &Rescue — Company21 -- Location of property: -- Shawnee Magisterial Oistrict _ Frederick County._. - Parks and Recreation Dept's. comments.- S e Park and Recrglion Dept, use only I Datc received Datc rcvision,ccciycd Date approved Incomplete _-. Incomplete Dale reviewed Date RyICWcd SiEnsture and Dare r - - Sibmaturc snd Da;c (rwismn) X0 • • Request For Site Plan Comments Frederick CountySanitation Authority_ Mail to: Hand_ deliver to: Frederick County Sanitation Authority 315 Tasker Road Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester, VA 22604 (540) 868-1061 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Triad Engineering, Inc. Address: 200_Aviation P.O. Box 2397 Winchester, VA 22604 Phone Number: (540)_667-9300 Name of development and/or description of the request: Millwood Station Fire & Rescue — Company 21 Location of property: -----------Shawnee Magisterial District Frederick County Virginia__ Frederick County Sanitation Authority's Comments: Gi,✓r. it"_ t�✓`�i�i`i r'�� Sitnita (ion -All thori ( v— tisetall\' Date 1'Cceival Datc rcvisic)n received Datc aI)hrovcd_-- II1cunll)Ietc _- lncompIctc _--._-- Duty rcvic\\'ad Datc signaturc and Date SIlIlaturc allrl Date (rC\'IIIUII) �. ------Sfl.1-- MAR-05-2003 16:29 TEI WINC P.01 • • FACSIMILE TRANSMITTAL SHEET 200 Aviation Drive Winchester, VA 22604 540.667.9300 tole 540 667 2260 fax TRIAD ENGINEERING, INC. offico@triad-winc, com Civil, Geotechnical, Environmental, Survey, Land Planning, and - o-gnstruGtion Consultants To: Rebecca Ragsdale From: Dennle Dunlap Fax: 665.6395 Pages: 2. + cover Phone: 665.5651 Date: 05 March 2003 Re: Millwood Fire Station Approval CC: Letters 0 Urgent R1 For Review El Please Comment Cl Please Reply 0 Please Recycle Rebecca, I have attached the approval letters from VDOT and the Airport per your request. If you need additional information or have any questions, please don't hesitate to contact me. Sincerely, Dennie D. Dunlap III, P.E. Senior Engineer MAR 0 5 2003 i MAR-05-2003 16:30 :EI WINC • P.02 0 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY Phillp A. Shucot 14031 OLD VALLEY DIKE JERRYA. COPP COMMISSIONER EDINBURG, VA 22824 RESIPENT,P11GIN5ER TFL (640) 884-5600 February 25, 2003 PAX (W)04-sso7 Mr. Dennie D. Dunlap, P.E. C/O Triad Engineering, Inc. 200 Aviation Drive Winchester, VA 22604 Ref: Millwood Station Fire & Rescue - Company 21 Route 1367 Frederick County Dear Mr. Dunlap: We have received your revised site plan dated January 31, 2003 for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. Also please provide seven (7) sets of approved construction plans with signed seal for VDOT distribution. Enclosed is a copy of VDOT Standard Design for CC-11 Entrances. PIease add this to your designs on Plan Sheet C-13. The appropriate land use permit may now be applied for to cover work within the Route '1367 right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned hispector. A copy of any/ recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permits. Dedication should be made to the Commonwealth of Virginia. Once satisfactory application has been made, a pernut will normally take approximately thirty days to process and issue, Should you have any questions, do not hesitate to call. Sincerely, �r• f hihp A. Baker, Hwy. Permits & Subd. Specialist Sr. For: Lloyd A. Ingram, Transportation Engineer PAB/rf Enclosure: CG-11 Design xc: Mr, Dave Heironimus Mr. Jeremy Camp VirginiaDolorg WE KEEP VIRGINIA MOVING MAR-05-2003 16:30 TEI WINO • P.03 WINCHESTER REGIONAL ,AIRPORT 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-W.2 March 5, 2003 Dennie D. Dunlap 111, P. E_ Triad Engineering, Incorporated 200 Aviation Drive Winchester, Virginia 22602 Re: Millwood Fire Station FAA Aeronautical Study Shawnee Magisterial District Dear Mr. Dunlap: Review of the Federal Aviation Administration's Aeronautical Study No. 2003- AEA-52-OE has been completed. The FAA determined that the proposed building for Millwood Fire Station will not be an obstruction and will not be required to be lit. All conditions outlined in the Airport's comment letter of September 18, 2002 have been satisfied. Thank you for your continued support and assistance. Should you have any questions or require additional information, please do not hesitate to contact my office. Sincerely, S� GM4 Serena R. Manuel ExecAive Director TOTAL P.03 TRAHSIAISSIOH VERIFICATION REPORT TIME 02/06/2003 14:39 NAME FRED CO PLANNING DEP FAX 5406656395 TEL 5406655651 SER.0 BROC2J178677 DATE,TIME 02/06 14:38 FAX NO./NAME 96672260 DURATION 00: 00: 39 PAGE(S) 02 RESULT OK t,10DE STANDARD ECPr1 COUNTY of FREDEMCK Department of Planning and Development 107 North Kent Street s Winchester, Virginia 22601-5000 Telephone: 540/665-5651. rAX 540/665--6395 FAX TRANSt"10ISSION TO: COMPANY: 1rl Remarks: Date: 3 Numbcr of Pages (including cover shect) _ � am �r�u�rd�` m� �eu;eu� c�mrrnrrts -F�" -}hu Mi I lwood" F(fL-,( due stTzb60 Please call wl-Ih qUn60s . rant ycu • 0 COUNTY -of FREDERICK Department of Planning and Development 107 North Kent Street ' Winchester, Virginia 22601-5000 Telephone: 540/665-5651. FAX 540/665-6395 FAX TRANSMiSSIOTl TO: h(kn COMPANY: Ir FAX rur: l � 1 -MOO IT Remarks: Date: a 0 Number of Pages (including cover sheet) � am �)(ujofdv my Qv1w cavnn�r�s -C�' Jhu Nliliwmcr Ple&se cc.11 wi-Nh From the desk of. R__ _st For Site Plan Comments Department_of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Triad Engineering, Inc. - Address: 200 Aviation Drive P.O. Box 2397 _ Winchester, VA 22604 Phone Number: (540) 667-0300 Name of development and/or description of the request: .Millwood Station Fire & Rescue — Company 21 Location of property: Shawnee Maqisterial District Frederick County,Virginia_— Planning and Development's Comments: R�-ALO-w-- - - - - Date received q Incomplete (� r Date reviewed"I��al Signature and Date I �I Siunaturc and Date (revision) I'lannim, and Development use only ' tlbi(yYl 5 alb 3 etc Yev`� Date revision rcceivccl �I��_I�a Date approval Incomplete DateI--cvic\ved JAN 3 1 2003 E r+�r:rr io;:cou L E T T E R O F T R AW M I T T A L • � - 1' 200 Aviation Jri lve 41 . P. O, Box 2337 Winchester, VA 2'2604 TRIAD ENGINEERING, INC. (54Dj 667-9300 Civil, Geolechnical, Environmental, (540,) fax Construction Consultants, Land Planning office@triad-winc.com and Landscape Architecture To : Frederick County Date : 01/31/2003 107 N. Kent Street Attention : Planning and Development Winchester. VA 22601 Job No: 07.01-0061 Re: Millwood Fire Station WE ARE SENDING YOU Cl Attached ❑ Under separate cover via ❑ Shop Drawings R] Prints ❑ Plans ❑ Copy of letter ❑ Change Order 0—.-- the following items ❑ Samples ❑ Specifications COPIES DATED NUMBER DESCRIPTION 1 09/13/02 C 1 C 15 Site Plan for Millwood Station (revised 01/31/03) Request for Comments 1 01/31/03 Comment Reply Letter THESE ARE TRANSMITTED as checked below ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Samples ❑ Approved as noted ❑ Submit copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Submit copies for distribution ❑ For review and comment ❑ ❑ FOR BIDS DUE : ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Rebecca, JAN 3 1 2003 I'm still waiting on final approvals from FCSA & VDOT. Once I have these, 111 (onNard the appr6 val IebtUPERICKGCU1` t4 Dennie Dunlap COPY TO SIGNED If enclosures are not as noted, kindly nolify us at once art DENGINEERING 200 Aviation Drive, Winche5te , Virginia 22604 540.667.9300 tele 54a 667.2260 fax office(Pseud-wine. coat e-mail 31 January 2003 ,,Is. Rebecca Ra,sdale, Planner I Department of Planning and Development 107 Noith Kent Stwel Winclicstct, VA 2?001-.S000 2 111 1 Review Comments, Nlillwood Ststtion Fire & Rescue; Site Plan #39-02 I'ropertN, Identification Numher (PIN): 64-10-5 Triad'1 CD061 hollowin- are our responses to the comments received from The Frederick County Department ol" Planning and Development in the continent letter dated December 3, 2002. Please call if you have any questions or require clarification. 1. The I'roprriv Idcntific•ation Number (PIN il) for the adjoining Shenandoah University property has been as requested. ?. 'I he zonm!; tar the adjoining University property as been correctal to 133 (Industrial Transition) and the tuning I'or the Biggs/Garber property has been corrected to 132. Th: Icase line for the portion of the property leased from the Airport appears on all applicable sheets of the site plan as requested. 4. The setback information for both the fire hall and banquet hall has been added to the table oil Sheet C-2. 5. The landscape plan on Shect C-6 has been tipclatcd to reflect a Category A buffer that is required against the adjoining I33 property. G. A sidewalk has been added to the front of the property in order to extend the existing sidewalk along Costello Drive. A detail of the sidewalk is also included on Shect C-13. I I- you have any questions or comments, please do not hesitate to contact us at 540.667.9300 Cordially, "Triad Gngincei ink, Inc. Dennic I). Dunlap, P.1:. Scnior l rlgincer t 1-_= JAN 3 1 2003 Civil, Gcotcchniciv Fnvirontnvntol, COnStfUction and Landscape Architect ConStIltantS J-27/,2,0,a2 08:51 5404345041 IK1HU 1-tl-u .r,i_,vi wUi-.0 Request For Site Plan Comments Frederick County Inspections Department Mail to: Hand deliver to: Frederick County Inspections Department 107 N. Kent Street Attn: Building Official Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5650 (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: Triad Engineering Inc - Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg VA 22802 Phone Number: (540) 434-4135 Name of development and/or description of the request: Millwood Station Fire & Rescue - Company 21 Location of property: Shawnee Magisterial District Frederick County, Virginia Inspections Department Commen Date received Incomplete Date reviewed Signature and Date Signature and Date (revision Inspections Dent. use only Datc revision received Incompl" , Date approved —0 0/;�f moo) /�CJ' RECEIVED OCT 21 20102 FREDERICK COUNTY 4 husUr 4iini?iu Immumn,ls 1 • COMMONWEALTH of VIRGINIA Philip A. Shucet COMMISSIONER December 23, 2002 Mr. Dennie D. Dunlap, III, P.E. C/O Triad Engineering, Inc. P. O. Box 1448 Harrisonburg, VA 22802 DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 Ref: Millwood Fire & Rescue Station Route 1367 (Costello Drive) Frederick County Dear Mr. Dunlap: JERRY A. COPP RESIDENT ENGINEER TEL (540) 984-5600 FAX (540) 984-5607 Your site plan dated November 27, 2002 for the referenced project has been reviewed by VDOT. We have the following comments as shown highlighted on the attached plan sheets and as follows: 1. Drainage flow arrows should be shown on all existing and proposed drainage (including entrances and parking areas). 2. Sight distance and distance to nearest VDOT intersection should be shown on plans. Also, the route number for Costello Drive should be shown (Route 1367). 3. Concrete pavement design at large truck entrance should extend to VDOT right-of-way or new pavement should match existing pavement design for Route 1367. 4. Entrance to parking area should have pavement design to match existing pavement on Route 1167. 5. Placement of CG-12 curb ramps location should be finalized by VDOT Inspector. This note should be placed on plan sheet. 6. Pavement striping plan should be shown on site plan Sheet C-4. When all the above comments have been addressed, please resubmit one set of plans for review. If there are any questions, please call. Sincerely, i PhilpAr, Hwy. Permits & Subdivision Specialist Sr. PAB/rf Enclosures xc: Mr. Jeremy Camp, Mr. Dave HeironimupginiaDOT.org WE KEEP VIRGINIA MOVING RECEIVED DEC 2 7 2002 FREDERiCK COUNTY PLANNING & DEVELOPMENT A 0 December 3, 2002 Mr. Dennie Dunlap, III, P.E. Triad Engineering 971 Acorn Drive P.O. Box 1448 Harrisonburg, Virginia 22802 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 RF: 2"' Review Comments, Millwood Station Fire & Rescue; Site Plan #39-02 Property Identification Number (PIN): 64-10-5 Dear Mr. Dunlap: I have completed a review of the plan and would like you to address a few issues in a revision. Please note the comments I have made below. Review Comments Correct the Property Identification Number (PIN #) for the adjoining Shenandoah University property on all sheets of the site plan; the correct PIN # is 64-A-A. 2. Correct the zoning for the adjoining University property, which should be B3 (Industrial Transition), and correct the zoning for the Biggs/Garber, property which should be B2. 3. Provide the lease line for the portion of the property leased from the Airport on all sheets of the site plan. 4. Revise the setback information table to include proposed setbacks for the fire hall and proposed setbacks for the bingo hall to all property lines. 5. As required by the buffer and screening section of the zoning ordinance, a Category A buffer is required against the adjoining B3 property. Please revise the landscape plan to indicate this requirement and provide the necessary screening. 6. The existing sidewalk on Costello Drive should be extended and installed with the development of the fire station. Please include the sidewalk details on the site plan. 107 North Kent Street • Winchester, Virginia 22601-5000 U 0 Page 2 Mr. Dennie Dunlap, III, P.E., Triad Engineering Re: Millwood Station Fire and Rescue; Site Plane 939-02 December 3, 2002 After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: Building Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Winchester Regional Airport If you have any questions concerning this review, please do not hesitate to contact me. Sincerely, Rebecca Ragsdale Planner I RAR/bah U %Rebccca\Sire Plans\21, illwoodF&R.wpd LETTER D F T R AS M I T T A L L:qlA.ID TRIAD ENGINEERING, INC. Civil, Geotechnical, Environmental, Construction Consultants, Land Planning and Landscape Architecture 971 Acorn Orive R.O, Box 1440 Harrisonburg, VA Z,0002 (540j 434-4135 (540j 434-5041 fax e-mail: office@triadengineering.net To : Frederick County Date : 11/27/2002 107 N. Kent Street Attention : Planning and Development Winchester, VA 22601 Job No: CD-061 Re: Millwood Fire Station WE ARE SENDING YOU 0 Attached ❑ Under separate cover via the following items ❑ Shop Drawings 0 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATED NUMBER DESCRIPTION 1 09/13/02 C-1—C-10 Site Plan for Millwood Station (revised 11/27/02) Request for Comments THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit ❑ Samples ❑ Approved as noted ❑ Submit _ ❑ As Requested ❑ Returned for corrections ❑ Submit _ RI For review and comment ❑ ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO : SIGNED: If enclosures are not as noted, kindly notify us at once copies for approval copies for distribution copies for distribution RECEIVE NOV 2 `/ 2002 Fnr;DERICK COUNTY PLANNING & DEVELOPMENT • • vIIADENGINEERING 971 Acorn Drive, Harrisonburg, Virginia 22802 540.434,4135tele 540.434.5841 fax officeLOtnadengineering.net e-mail 27 November 2002 Ms. Rebecca Ragsdale, Planner I Department of Planning and Development 107 North Kent Street Winchester, VA 22601-5000 RE: Review Comments, Millwood Station Fire & Rescue; Site Plan #39-02 Triad Engineering, Inc. Triad # CD061 Following are our responses to the comments received from The Frederick County Department of Planning and Development in the comment letter dated October 2, 2002. Please call if you have any questions or require clarification. J,. The Property Identification Number (PIN #), use, and zoning of all adjoining properties have been added to Jthe site plan. The PIN # of the subject parcel has been corrected as requested. 3. The site consists of an existing 4.1624-acre parcel, which is owned by Millwood Station Fire & Rescue, Inc. and a 1.2272-acre parcel, which will be leased from the Winchester Regional Airport Authority. Combined the site consists of 5.3938 acres. ? r4-N The "leased area" is the 1.2272-acre of land leased from the Winchester Regional Airport Authority. The location and dimensions of all required setbacks and yard areas have been provided as requested. It has also been noted that no required side or rear setbacks are required for B2 Zoning. 6. The project information table on Sheet C-2 has been corrected as requested. 7. The location and width of all easements on the subject property have been identified. 8. The reference to details has been corrected to refer to sheet C-13. 9. The proposed speed limit and right-of-way information for Costello Drive have been added. The locations of all entrances adjoining roads within 200 feet of the proposed entrances are shown on sheet C-3. 10. Evergreen hedges have been added around the perimeter of the parking lot and are shown on the landscape plan on sheet C-6 as requested. If you have any questions or continents, please do not hesitate to contact us at 540.667.9300. Cordially, Triad Engineering, Inc. Dennie D. Dunlap, P.E. Senior Engineer Civi/, Geotechnica/, Environment?/, Construction and L?ndsc?,oe Architect Consult?nts RECEIVEr, NOV 2 7 2002 F REDERICK COUNTY PLANNING 6 DEVELOPMENT • 0 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Triad Engineering Inc Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg VA 22802 Phone Number: (540) 434-4 Name of development and/or description of the request: Millwood Station Fire & Rescue — Company 21 Location of property: Shawnee Magisterial District Frederick County Virginia Planning and Development's Comments: Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Planning and Development USe only Date revision received Incomplete Date reviewed Date approved M NOV 9 7 2002 :?:ERICK COUN 1 Y SIC & DEVELOPMENT 11/27/2002 08:51 5404345840 TRIAD HARRISONBURG PAGE 04/12 October 2, 2002 Mr. Dennie Dunlap, III, P.E. Triad Engineering 971 Acorn Drive PO Box 1448 Harrisonburg, VA 22802 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 r and JZt WAJ c ,►Nt_t �nt-s RE: Review Comments, Millwood Station Fire & Rescue; Site Plan #39-02 Property Identification Number (PIN): 64-10-5 Dear Mr. Dunlap: Thank you for the recent submission of the above -referenced site plan. I have completed a review of the plan and would like you to address a few issues in a revision. I have enclosed a red -lined copy of the site plan to clarify the concerns of staff. Please note the comments I have made below. Review Comments 1. Please add the Property Identification Number (PIN 4), use, and zoning of all adjoining properties to the site plan. -.0 -✓ z n.11'\, cjycmA"Km h(CJe-d 2.v' Please correct the PIN 4 of the subject parcel; county records indicate 64-10-5. 3. Please explain if the site is one or two parcels, as there is a surveyed line across the site. 4. Please explain what is meant by the "leased area" and "parcel area." _410) U&W 5. Please provide the location and dimensions of all required setbacks and yard areas, adding boundary restriction lines. In the project infonmation table on Sheet C-2, please note that there is no required side or rear setback for B2 Zoning. J�r(q�,Yi AD 01 6. In the project information table on Sheet C-2 there is a reference to the property abutting MR Zoning; please correct this. �W<.A k►-ld.t � 1VAt11A-k-At 1 �w t4lt-k11C1.1� vtq 7. Please provide the location and width of all easements on the subject property. 8.J On Sheet C-4 of the site plan, there are references to details that can be found on Sheet C-6, but they are actually located on Sheet C-8. 107 North Kent Street - Winchester, Virginia 22601-5000 11/27/2002 88:51 5404345841 0 TRIAD HARRISDNBURG 40 PAGE 0b/12 Page 2 Mr. Dennie Dunalp, III, P.E., Triad Engineering Re: Millwood Fire &. Rescue Site Plan 439-02 October 2, 2002 9. Please add the posted speed limit and right-of-way information for Costello Drive. Also, please add the location of all entrances adjoining roads within 200 feet of the proposed entrances. 10. Please note that evergreen hedges are required by the Zoning Ordinance around the parking lot perimeter to prevent headlights from shining onto adjoining properties and should be added to the landscape plan on Sheet C-6. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. 1 will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: Building Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Virginia Department of 'Transportation (VDOT) Frederick County Sanitation Authority Winchester Regional Airport If you have any questions concerning this review, please do not hesitate to contact me. Sincerely, At�� 4OU4 Rebecca Ragsdale Planner I RA R/kac Enclosure 7. 8�t,rs �' � uc-n►� , U Reb_.xSq. 01 ... %MJl—odFl4 +pd C�a v s 83 lk (Own L,gC L E, COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 October 2, 2002 1\4r. Dennie Dunlap, III, P.C. Triad Engineering 971 Acorn Drive PO Box 1448 Harrisonburg, VA 22802 RE: Review Comments, Millwood Station Fire & Rescue; Site Plan 1439-02 Property Identification Number (PIN): 64-10-5 Dear Mr. Dunlap: Thank you for the recent submission of the above -referenced site plan. I have completed a review of the plan and would like you to address a few issues in a revision. I have enclosed a red -lined copy of the site plan to clarify the concerns of staff. Please note the comments I have made below. Review Comments Please add the Property Identification Number (PIN 11), use, and zoning of all adjoining properties to the site plan. 2. Please correct the PIN 4 of the subject parcel; county records indicate 64-10-5. I. Please explain if the site is one or two parcels, as there is asurveyed line across the site. 4. Please explain what is meant by the `'leased area" and "parcel area." 5. Please provide the location and dimensions of all required setbacks and yard areas, adding boundary restriction lines. In the project information table on Sheet C-2, please note that there is no required side or rear setback for B2 Zoning. 6. In the project information table on Sheet C-2, there is a reference to the property abutting MR Zoning; please correct this. 7. Please provide the location and width of all casements on the subject property. 8. On Sheet C-4 of the site plan, there are references to details that can be found on Sheet C-6, but they are actually located on Sheet C-8. 107 North Kent Street • Winchester, Virginia 22601-5000 t Page 2 Mr. Dennie Dunalp, III, P.E., Triad Engineering Re: Millwood Fire & Rescue Site Plan 439-02 October 2, 2002 9. Please add the posted speed limit and right-of-way information for Costello Drive. Also, please add the location of all entrances adjoining roads within 200 feet of the proposed entrances. 10. Please note that evergreen hedges are required by the Zoning Ordinance around the parking lot perimeter to prevent headlights from shining onto adjoining properties and should be added to the landscape plan on Sheet C-6. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: Building Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Winchester Regional Airport If you have any questions concerning this review, please do not hesitate to contact me. Sincerely, K" 4UX Rebecca Ragsdale Planner I RAR/kac Enclosure U �Renccca\Snc Plan,\\fill, oodR@R ,pd The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. 4�1�1 5. Certificate of surveyor, engineer, or architect. u 6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. / V 8. A space labeled "Approved by the Zoning Administrator" for �- 9. the approval signature and date of approval. A description of setbacks or conditions placed on the site as a -- result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1.2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site �y lo_aj 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining�rties. This includes properties located across �t right-of-ways, streams, and railroad tracks. 96- Surveyed boundaries for all lots and parcels. _ ,,, a b�--Z 9 I! General Site (con't) Y N t17. Acreage of all lots included in the plan. x B,'S 18. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. t01 d14 woe 21. Location of sidewalks and pedestrian ways. (O A _.. - 22. Location and area of common open space. 23. The location hei9hL and dimensions of all signs_ C4. Location, height and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 2 Location of outdoor trash receptacles and dimensions of hw structure (fencing, etc.) required to enclose receptacles. +r►� P nit sku �(O Building Information Y N 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. a&d t5kto-+ kH �y 29. The proposed use of each building, structure and area. a 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 4�W 34. Location and dimensions of all proposed entrances from public right-of-ways. l?r'- lf'' � u 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. Utilities Y N 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 38. Location and width of all easements, including access, utility, and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N 40. Calculations describing the required number of parking and loading spaces. 'W �O 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, JisZ sinkholes, and other environmental features. V/ 45. Location of streams and drainage ways. • It Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. W "LL11" Erosion and Sediment Control Y N 48. A stormwater management plan with run off calculations and Y' location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. II 11 11 • 1 2. 3 0 l SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received " __ " Application # 39-0) — Complete. Date of acceptance _ Incomplete. Date of return. Project Title: Millwood Station Fire & Rescue — Company 21 Location of Property: Costello Drive (street address) Shawnee Magisterial District Frederick County Virginia Property Owner: Dr. Robert B. Hall DDS c/o Millwood Station Fire & Rescue Co. 21 Address: 600 Millwood Avenue Winchester VA 22601 Telephone: 540.667.101 Applicant/Agent: Triad Engineering, Inc Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg VA 22802 Telephone: (540) 434-4135 Designer: Triad Engineering, Inc Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg VA 22802 Telephone: (540) 434-4135 Contact: Mr. Dennie Dunlap 0 • 7a 8. a) b) c) d) e) a Is this a standard or 'minor' site plan? Is this an original or revised site plan? Total acreage of parcel to be developed Total acreage of parcel: Property Information: Property Identification Number: Current Zoning: Present Use: Proposed Use: Adjoining Property Use(s): Adjoining Property Identification Number(s) Magisterial District(s): Standard X Minor Original X Revised 4.5854 acres 5.3938 acres TM 64 ((A)) 89 Lot 5 B-2 Vacant Fire Station & Banquet Hall Agricultural Lot 3 Lot 4 and Lot 6 Shawnee District I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Date: The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N ✓ 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. ✓ 5. Certificate of surveyor, engineer, or architect. 6. Date plan prepared and date of revisions. ✓ 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. 9. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. 9 • • General Site (con't) Y N Building Information Y N / X Roads Y III 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. 21. Location of sidewalks and pedestrian ways. 22. Location and area of common open space. 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. 10 • 0 / 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. Utilities Y N / 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. / 38. Location and width of all easements, including access, utility, and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N / 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. / 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. Landscaping Y N Z 46. Landscaping plan describing location and types of plants to be used. / 47. Location of required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y N 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Triad Engineering, Inc. Address: 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone Number: (540) 434-4135 Name of development and/or description of the request: Millwood Station Fire & Rescue — Company 21 Location of property: Shawnee Magisterial District Frederick County, Virginia Planning and Development's Comments: Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Planning and development use only Date revision received Incomplete Date reviewed Date approved LETTER OF T R to S M I T T A L • L :11AD 971 Acorn Drive P.O. Box 1440 Harrisonburg, VA 22802 TRIAD ENGINEERING, INC. (540) 434-4135 Civil, Geotechnical, Environmental, CS40) 434-584 1 fax Construction Consultants, Land Planning e-mail: office@triadengineering.net and Landscape Architecture To: Frederick County Date : 09/13/2002 107 N. Kent Street Attention : Planning and Development Winchester, VA 22601 .lob No: CD-061 Re: Millwood Fire Station WE ARE SENDING YOU 9 Attached ❑ Under separate cover via the following items ❑ Shop Drawings 0 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATED NUMBER DESCRIPTION 2 09/13/02 C-1—C-10 Site Plan for Millwood Station 1 Request for Comments 1 Site Plan Application Package 2 Drainage Calculations THESE ARE TRANSMITTED as checked below ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Samples ❑ Approved as noted ❑ Submit copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Submit copies for distribution 0 For review and comment ❑ y 7- ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN 10 US c-Vtt L I. SEP 1 '00 REMARKS Z COPY TO : SIGNED If enclosures are not as noted, kindly notify us at once IIV1o3 _(&d � , c� I Ii) o-A fo,